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Carmel Drive Improvements Phase 2 Rangeline Rd. to 3rd Avenue S.W.
13 TO RD A H N R A YOR _ .Z. J i KDWVV I UnA M\ , ...f` ,- ,�'y ...= a<•• %< "« «�: es«< a yy ,tax, �.ai $ '4xY-.:'a >x• x as .. s, g r� ,. ,a '$ f •Attu CITY COUNCIL MEMBERS "< y c CITY OF CARIWEL PROJECT NO 03 01 CARMEL DRiVE ROAD IMPROVEMENTS PHA SE 2 RANGE LINE ROAD 3 VENUE S W 0 0 ABLEJAMES BRAINARD M ROBERT BATTREALL � fjlfir= • :; ra . RONALD CARTER�cl KEVIN KIRBY �w � JOHN KOVEN VICINITY MAP NORMAN RUNDLE f LUCI SNYDER xx PROJECT LO CATIC)N ' WA YN E WILSON _ INDEX OF DRAWINGSs --- - - -- SHEET N0. _ k ' TITLE `)hEET & INDEX F 1 L TYPICAL CROSS SECTIONS a ` 2 x APPROVED BYE Sl o r S v a , 5 Y f f ROAD PLAN & PROFILES-- LINE "A" (CARMEL DRIVE) 3-6 155',o, £=�z, € BOARD OF PUBLIC WORKS AND SAFETY ROAD PLAN & PROFILES — LINE "C" (3RD AVE. SW) 7 r Q. 3 E PAVEMENT MARKING & SIGNAGE PLAN R' _ ._ 8 r. r ` JAMES BRAINARD TRAFFIC SIGNAL PLAN --- 9 � =�' a , -� r « CHAIRMAN MAINTENANCE OF TRAFFIC DRAINAGE DETAILS _ AFi MARY ANNE BURKE 13 :. a a MEMBER ROADWAY DETAILS r 14 PAVEMENT QUANTITY TABLES ' LORI WATSON 15Y w MEMBER STRUCTURE DATA TABLE 16 LOCATION MAP CROSS SECTIONS — LINE "A" 17-26 NOT TO SCALE CROSS SECTIONS — LINE "C" 27 Z ---- -- Q _ PREPARED BY: c 0 o m _ J 3 X f-=z ��� E N£Wp sv �� �� ��01STfRFO O� ,tea _r7 19700381 'z� o Q- >�}w NDIANA DEPARTMENT OF TRANSPORTATION r , ■ ' , ' O STATE OF �� 'NOQ� STANDARD SPECIFICATIONS DATED 1999, INDOT eS INDIANP �� wWwo SUPPLEMENTAL SPECIFICATIONS. TranSportlion TONAL �`� ���� JUNE 13, 2003 De elopnwjj( ('oi)sulj;ill I CERTIFIED BY: DATE ry 3 lep 4 W PROjazor &e. 0.3 Opel 24" RIM ELEV. TO 24" 3" TOP SOIL 6 18 THIS POINT 6" 18" RIM ELEV. TO 1 1/2" THIS POINT N 3/4" CEMENT CONCRETE PAVEMENT �, FOR DRIVEWAYS 6" CLASS „A„` N 90'-0” RIGHT-OF-WAY `- -' CONCRETE '- CS » LAS A» CONCRETE --- - -- 45'-0" 4 COMPACTED r` 5'-0„ BACKFILL 5'-0» 6'-0" 6'-0" SEE DETAIL BELOW -�� *SLOPE TO MATCH ADJACENT CURB -- - - 12'-0" 12'-0" *VARIES 0' TO 5'-0" *5'-0" „ » 12-0 12-0 2-0 3'-0" 5'-0" SEE DETAIL BELOW *NO� *VARIES 11'-0" TO 12'-0" *VARIES 11'-0" TO 12'-0" (TURN LANE) (TURN LANE) *VARIES 11'-0" TO 12'-0" *VARIES 11'-0" TO 12'-0" *NO UTILITY (WB TRAVEL LANE) (WB TRAVEL LANE) *(PEDESTRIAN MEDIAN *(PEDESTRIAN MEDIAN COMBINED STRIP i ( ) ) (EB TRAVEL LANE) (EB TRAVEL LANE) UTILITY ED DEPRESSED STRIP COMBINED CURB AND GU TIER TYPE 11 CURB AND GUTTER 3 P216 BITUMINOUS MATERIAL PROFILE GRADE NO SCALE FOR TACK COAT 26 NO SCALE 17. ( & LINE A 2.0% 2� K 17 26 F �.� MPx I CURB NO TES CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED -__ SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CARMEL DRI VE CROSS SECTION DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. __ 24" SCALE: 1/4" = 1' 6„ I+ 6" 18" � RIM HIS POINT TO 3 TOP SOIL S TA. 18+55 TO S TA. 20+50 LINE "A " �j � 1/4" 1 R. STA. 22+50 TO STA. 26+ 10 LINE "A " TOP SOIL r� -Zo N `ti SLOPE 1/4_�FT *STA. 23+00 TO STA. 24+00 LINE "A " 1 COMPACTED BACKFILL r? -«�., CLASS "A" C-, C BITUMINOUS PAVEMENT CONCRETE COMPACTED ;__ CLASS „A, BACKFILL AIR—ENTRAINED SEE DETAIL BELOW —�' . . . . . . . . . . . . . . . . . 6" CONCRETE 80'-0" RIGHT-OF-WAY S TRA IGH T CONCRETE CURB COMBINED CURB AND GUTTER T YPE 111 NO SCALE NO SCALE ----------- 40'-0" 40'-0„ 5'-0°_ 3'-0" 2'-0" 12'-0" 12'-0" VARIES 0' TO 12'-0" 12'-0" " » --- 12-0 2'-0 3'-0' 5'-0" y~** NO (WB TRAVEL LANE) WB TRAVEL LANE (TURN I LANE) EB TRAVEL LANE (EB TRAVEL LANE) ** NO UTILITY STRIP UTILITY VARIES STRIP 1/2 ) I L6 WIDTH VARIES 0' TO 8.90' BITUMINOUS MATERIAL PROFILE GRADE F �3 qX F ' 17 WIDTH VARIES 0' TO 7.61' 26 SLOPE VARIES I 1 AMP/� ---- 26 FOR T 2.0%COAT i & LINE 'A' 17 26 F Mpy.. R • , X 2.0% K - - —= --- _ K 1/2" PREFORMED JOINT FILLER CARMEL DRI VE CROSS SEC TION PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. SCALE: 1/4" = 1' STA. 15+ 70 TO STA. 18+55 LINE "A " SIDEWALK ADJACENT TO CURB STA. 20+30 TO STA. 22+50 LINE "A " LEGEND NO SCALE STA. 26+ 10 TO STA. 30+65 LINE "A " BITUMINOUS PAVEMENT **S TA. 30+65 TO STA. 33+42. 50 LINE "A " 140#/SYD. BITUMINOUS SURFACE #11 ON 300#/SYD. BITUMINOUS BINDER #8 OR #9 ON 385#/SYD. BITUMINOUS BASE 5 ON 275#/SYD. BITUMINOUS BASE 5C ON 440#/SYD. BITUMINOUS BASE 5D ON COMPACTED SUBGRADE CONCRETE SIDEWALK, 4" 4" 25'-0" 25'-0" 0 BITUMINOUS SURFACE MILLING (1"±) AND RESURFACE 2'-0" 12'-0" VARIES V-6" TO 12'-0" 12'-0" 2'-0" (SB TRAVEL LANE) (TURN,,LANE) (NB TRAVEL LANE) WITH BITUMINOUS SURFACE #11 13 STRAIGHT CONCRETE CURB BITUMINOUS BASE 5C 17 COMBINED CONCRETE CURB AND GUTTER, TYPE II 26 BITUMINOUS MATERIAL PROFILE GRADE 26 BITUMINOUS BASE 5D I 3. MqX 17 FOR TACK COAT 2 0% & LINE 'A' K 17 1 MPX. I 18 COMBINED DEPRESSED CONCRETE CURB AND GUTTER I 3'� MPX 2~ 3 MqX I 19 COMBINED CONCRETE CURB AND GUTTER, TYPE III PA VEMENT UNDER CURB DETAIL - __ - - -- SODDING NO SCALE 2s 3RD A VENUE S. W. CROSS SECTION SCALE: 1/4" = 1' STA. 70+00 TO STA. 72+85 LINE "A " CL � rn E TYPICAL CROSS SECTIONS-Q o QJOr7 Q G1 T R k a ,�ilL x�v is_`11 rL o x�c,,z Y Q n� m W / 19700381 Q O STATE OF �w AR EL DRIVE WEST E;VkllrllL- - - w Z IND I AIA �� 6�r I i ,n�pw Cation a- ww��_ S��NAL �� 03-01 RH TEN � } w Uovclo wont t'onultanL, o cn 0ZZ U W WwnJ� o'���[h JUNE 13 2003 X!D o L:_'5 Gil TEN 2-- ,i 27 6 LJ w w m d X � ^ d a- '-� N d^N -LL? __L C U . E U M N= - = I4' cD (n cD [D � 00 z cD O � 00 = CD 00 C O ? , N ° o 0 O � 20 0 20 40- co-� r� s -4 - O Ln � n - co N In� 00 � iD 00 � r7 cD d- 00 � � � d" I-� cD � OJ 00 LLi cD r7 Lo r. r- Ln Lf) �. (n co ra N Lo O N N in l __ * I') l M. M{,r) �"� L" �' r7 r7 S 8 - -r ,�r7 cD °' - cp 'n // --/-- - - _ -. rt O � I r..-, �t}I r_, O co c7 O CD � (D � '_ JTR. N0. U O O ':N<t N I-- �Lf) O 'V r'�/I'e / __ =_ _____ M MANN WI 8 ° �, N �, //' - _ _SCALE. 1"=20' I - ° 00 N "' O LFT OF 24"0 RCP ® 0.50% - ' O I - od106 O r- N O � m O o d ��N o o O . _ - _ L DEV�t_OPMENT COMPANY VENDOR + I + + -}- + + + PARCEL #1 + RIM EL.=829.06 + + +N- +00 c -{- '� 13 (o I STR. NO. 4 I� 00 INDY• INC. I --------- I o �� ++ + STR. N0. 12 11 STIR. N0. 5 1 I � I . , INV. IN (W EL=824.96 � + � + "- " ED�EWOOD CORPORATION IF INDIANA �- I I 11 STORM MANHOLE WITH 219 V_ 1 I + �- -- 1 d1b a E GEWOOD_BUILpING SUPPLY PURCHASER) h I ii LFT OF 24"O RCP 0 0.50% REMOVE 52 LFT OF I I o �� -0� ?',INV. IN (NE EL=826.15 0� o - 0 � N C STORM MANHOLE WITH 94 _ __ I EXISTING PIPE AND (2) ; - r--- fRO. IN tL2�14 O`� LFT OF 24"� RCP ® 0.509 ------ _-=-_-__----------==----- �J , RIM EL= 831.00 INV. OUT E EL.-824.96 x STR. NO_10 _ x • "'` RIM EL.=828.90 ------�' -------_ --------------------- STR. NO. 2 / / I PIPE END SECTIONS I - �_ r L', �,v J I 11 INV. IN (W EL.=826.35 I 1 I CLAS I DR. ,p ADJUST CASTING INLET TYPE M WITH I u INV. IN SW EL.=826.05 w 1 I I a � STIR. N0. 9 w TO GRADE INV. IN W) EL.=824.52 I ( + CLASS III DR. I I W=2q REMOVE"�[P, 13 LIFT OF 18"0 RCP 0 0.50% -A I 11 INV. OUT (E EL.=826.05 o _ I I / 'i' Q INV. OUT E) EL=824.52 o W-30' , I EXISTING PIPE AND PARCEL #2 1 I, RIM EL.=830.25 �¢ 2 �_J�_________ r , STIR. N0. 6 END SECTION o STIR. NO. 11 - -- "- - �t -------------------- ------- -� � I 1 REMOVE 32 LFT OF i °, i �`� c'-i> JOHN S. KIRBY. III & JEAN H. KIRBY - __ � INV. IN (S) EL.=826.11 � I CL I X REMOVE INLET AND 122 STR. NO. 13 --- - - , EXISTING PIPE 0 ,1, I� -- - - . INV. OUT (NE) EL.=826.11 STR. N0. 3 1 t� AND E ND S QO LFT OF EXISTING PIPE STR. NO. 1 -' 10 LFT OF 24` RCP 0.50% + a I R �1)I�c loN I T" ���' MATCH LINE STA. 70+50 'C' - SHEET 7 14 LFT OF 24"RIMCEL.®828.89 ADJUST CASl1NG AND (1) PIKE END SECTION co n oI , rn N C I „ C +35_ INV. IN (W EL.=824.05 U.S. EL.=826.40 = ° 11 S I 45 Lt. +� PROPOSED DRAINAGE EASEMENT +80 I F 1 I �\ , °- TO GRADE C M 11 ,�, 45 Lt. ;_ ,-J �� ,,r I - INV. OUT (SE) EL.=824.05 P AF PAR. EX. R/W D.S. EL.=826.35 - - - - + - _ C,, �Ir-- I I I 4 Lt. F2 F F2 L ( IIVt / \ ^- n #: - o I -' - - �� r- _.-.- .. -- -_- -, - - ,.--- l -- --- - -r---- -- - .1 I � 5 F �� { r-� _ r r 14 - - - 1, ' ._ - -�s�- ----- - - - � ., ...- .......... . . ............= - = = = - --- -- -- _ -- - - - --- - s� ---- ------ '- --- - -�- - -------- ---- ----- - -- ----- -- t -- - - _ _ - I -- _ ---y �L Lo + i --- - - - - - ------_ --- - __-- -_-_ --�-- - ------ _ -- -`- --- _- + K - - ---_---- - __ _ - INCIDENTAL -- - y-- -- F2 "° - -� ---- 17 ; C1 F2 17 w _TI C1 18 ��_ - '-- --- _ _ -____ ---____ ----CONS]RUC ON-- - ., _ -- _ \;; CP #6101 -- �_ •=-,_______________ 17 C CD) - �i -- 17 K 30' FIRE HYDRANT TO BE � 1i _ K _ - d BEGIN CONSTRUCTION 24' :: 24' RELOCATED BY OTHERS ADJUST VALVE Co ,I � -� COORDINATE WI -=-_ - F- STA. 15+70.00 ' SEE ROAD CUT I ` ' BOXES 0 GRADE z`' ii C. STA. 19+88.27 'A' UTILITY FOR GRADE, �~ W Q - - I LINE 'A' PATCH DETAIL K ADJtJSTMNT _ c~n R 4 3 ! °y"1 ti w S 8S'34'36" E �; ° R ` / z 5� �' a I STR. N0. 24 �� CURVE NO. 1 'A' o R CARMEL DRIVE K z � P.I. STA. +6 4 'A' I INLET ME 'J' WITH 14 STR.ON 25LFT �� � 24 __ ' 30' F.I. STA. 70+0 Op'C' OF 1 "0 RCP 0.50X TR: 0. ,.RIM EL=828.80 ` -�- °� ' ,_ OF EXIS TING N PIPE RE 1� � 18 ' INV. OUT, (S) EL=826.30 �o°+ a OF EXISTING PIRA Q -------- - _ -- ; u --->---- _ ---- - ---- ---- - - --- --- -- _ - - - - __ s; - - ---- ___ --- __ Cl C1 � G G G - G G - G - G - G - G - G - ` G G G -�Ti G BFI-- 9 ❑ 9 REGRADE'bE N I ' - ---------- =. K �- G i 1 -___ G .�-- - ;3 �\ - - --- ===_ _ ------- G --- G F5 �_ ❑ C19 ' -- - , - - - v v Q, EW \ T F - ----- „Wli� F5 � ,. W - - -- -, /T ❑ ❑ --- t[1 ------ - ? ,_. -- - F❑ -Ffl F - -- _ :a - :� -- x17 -T-F F F -F r+----F❑ j ..i - 1 I _:ZF;_Frr L:�...{�.. - ��� F❑ F❑ - - _-_ - - - - ____ -___- _-----_-..fo-___- _+ FO ---•+-FO E - --F❑ -FQ I - _ ._ - - --------__. __- �.-_,., ' ,.yT`. - __ ---p-- $ -r 1' _t._• V --+--•- - r - - - - - - - F❑ ---___'---_ F❑ _ - F❑ -.__'-_ F❑ .__-__ F❑ -__-- F-C _-rte_...F'❑ --mom._ �'❑ F° F❑ F .-F2 .gyp,92 - - F I `F - vc❑ // � ,; CURVE NO 1 'A' �t 1- i -- ' ---- ( _.-�- r - r'_- i �.._ c - --- r-I ------F❑ -F❑ -F❑ -F❑ F❑ ❑ - - -F❑ F❑ -F❑ F❑ --F❑ F❑ ❑ -+w ---F❑ -F❑ \\ " - --- - --- I - _ F❑ - R = 450.00'11 F -- T --- T --+:` T --- T T -- t \ F❑ FO ;' -__-- -- ; J /.- _�*T 11 - ❑': F❑ -F =___-- - b= L-F❑ r o ° _ - - 35'00'44„ 1 ----'- I 0- " 1 -? I ❑ -F❑ -F❑ F❑ FO F❑ F❑ F� -��- F� F❑ -F❑ -F F❑ -F° -F❑ -F❑ -FO F❑ F❑ F❑ F° F° 11 - PROP 04 I S / �. = _� T °= `,. r-= '--) I K 11 z t. ,' I � - - ---� - - - K, I -- ---- -- --- ------ O --u- - -, ,r I �� T -_ { . 2 � w = � S N0. 1 STR. NO. 19 OSy R/W - ' '.T - LET M WITH 56 - � T ° ___ _ -- - -�� + n °�I- - g �; __ T = 141.94', -- - - -- - IN TYPE '- �1 �` EXIST. 15 U.E. 1 " -- u ( o �-' ' T - QTR. N0. 14 STR. NO. 16 /, _ " _ x + (/ N I STIR. NO. 26 ° >,, :� -�� E = 21.85 I LFT OF 18 0 RCP 0 0.50% �. INLET TYPE E WITH 122 LFT CP 6110 OF EXISTING PIPE i ti� 1 # > > o i RIM EL. 830.12 PARCEL #4 O CLASS III ,DR. o r „ I i ADJUST CASTING ^� 1* W_30, o,� 53 LFT OF 6 0 °° . , P.C. = 19+88.27 OF 15 RCP ® 0.50% + IINV. IN S EL=826.65 COMMONWEALTH COMPANIES, INC. I - , + D, 1 STR. NO. 15 TO GRADE + ) STR. N . 21 ,I �r HDPE 0 0.50% �; P.I. = 21+30.20 RIM EL=829.50 REMOVE 45 LFT o ;INV. IN �W EL=$26.39 d �a, � � - ;" 1 _ U.S. EL=827.11 � Lo r- 6 �:.. PROPOSED � ) IN T TYPE E WI 18 Q i P.T. = 22+63.25 11 I INV. OUT (E) EL.=827.00 CLASS III DR OF EXISTING PIPE INV. OUT N fi : 6.39 STR. N0. 20 " v PARC L 5 STR. NO. 23 \ DRAINAGE LIFT 18 0 RCP ® 0. 0% D.S. EL=826.84 v - INLET TYPE M WITH 72 t ) II W=33' \\ EASEMENT STR. N0. 17, , " 1 RIM EL=82 .50 STR.I N0. 22 Gg LLC INIET TYPE 'E WITH 59 z o LFT OF 18 0 RCP 0 0.50% ADJUST PASTING z Ate. I I PARCEL #3 _ _____ , INLET TYPE E WITH 19 I -10. IN (E EL=82 .9'S LFT OF 15"O RCP 0 0.509 w "r I \ ----- I LFT OF 12"0 RCP ® 0.50% o RIM EL=828.99 ( TO I GRADE , RIM EL=828.50 0' ' ° o 9 ° / 4-L COMPANY OF CARMEL I II�V. OIUT NW EL=825 9 .< a I x'> C t -J RIM EL=828.50 � INV. IN (SE) EL.=825.84 I 11 N - ° s I _ ° ° 2 . r- _ x x o o x x o INV. IN E) EL.=826.84 x o � ^� j w ml INV. OUT NW EL.=826.75 m m INV. OUT (N) EL=825.50 - ; ° > > ° ° > I 2 o " o z x m INV. IN N) EL=826.23 o 4-3 CD 0 ° � � �' �s o � IN - v;o 0 w o o 21 INV. 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N 31 - r- I +o N I N I u �0+ + + R = 520.00' - O CP #12959 I1 N,N N of o �1 °n r IN N I II rn - II co Lr u A. 1 .+ � o +" + I M n � � � A = 40'18 50 STORM MANHOLE -N p -}- +. + N - o + 111 M+ �`�" ) � -I' 24"� ® 0.40% + + i I+l1 i do + ::::_,. III + ,. � + F - ---- - - + , I �, I n � + + � L = 365.88' -\ I RIM EL=828.92 1 N i° J i I T I iii N \� N T = 190.88' INV. IN SW EL.=825.08 N 'I N0. 35 I Q I �-- - ( ) N STORM MANHOLE TH 45 0 24 RCP i I 0 ° I STIR N 3 I ' STR. N0. 37 E = 33.93' INV. IN (NW EL.=823.41 I o I ADJUST CASTING '/ P.C. = 24+34.74 STR. N0. 30 ® 0.40%. REMOVE 17 LFT F EXISTING .� b ADJUST CA TING TQ GRADE (' REMOVE INLET AND 131 INV. OUT SE EL=82 .41 M J k CONT J - ( STIR. N0. 32 PIPE AND IIRECONNECT TO MANHOLE.N i O TO GRADE P.I. _ 26+25.62 . CLASS III DR. 1 + r ACT W RLDCpI� FOR P.T. - 28+00.62 5.62 LFT OF EXISTING PIPE PARCEL 2 `.=S INLET TYPE J WITH 30 LIFT OF 6 W-30.5' RIM L=830.50 I I z0 1 COORD NATION 1 !i CLASS III DR. " `11 - - HDPE PIPE ® 1.00X - I, INV. 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I , Cr I ADJUST ASTI G TO $ , \\ ADJUST VALVE\, \ , R = 450.00 ( � >> ! n\ ,\ - GRADE F- I o II \\ W=24' GRADE AREA TO DRAIN A Cl PATRICIA ANN LUISI INLET HYPE E WITH 95 W=25.5' I 1 GRADE I \\ BOX TO GRADE \ \ ( ) � = 35'00'44" �F2 � PARCEL �6 � I ; CLASS III DR. \\ \ \ , L = 274.98' :Z' °, LIFT OF 15�\RCP 1.50% WILLIAM C. & PATSY A. WEAVER ��-- i STR. N0. 40 i o I C) I !I I I \\ \ ` �- W--L3 0.5' \ \ \ RIK EL.= 28.40 I , I z I � ;I ,'' ----------�XIEND-EXILING PIPE WITH 1 .50 I o I ;;I \\ T = 141.94 \\ I II STR. N0. 41 \\ \ \ E = 21.85' CLASS III DR. INV. OUT (NE) �. 826.50 - - I _ � I ' 1 ° INSTALL 60 SY OF I Ii `\ �_ - ----LF-1 -0E--� CMP AND ® 0. 4� I \\ P.C. = 19+88.27 W=26' - - x`'_11 ,Z.- I I I NO WORK REQ D -°-k---------- WITH ;(1) PIPE END SEC ON I I � I REVETMENT RI RAP ° ,.\ � - ' ' iii � I; \\, `, `. ,%' W �`v P.I. = 21+30.20 STR. NO. 38 1 " (GRADE AREA TO DRAIN) AUTOMATIC SPRINKLER CORPORATION �� � I o 10� \ i' �� ��� P.T. = 22+63.25 \ - „ � � �`, i U.S. EL.=82 .86 I a I I o (D= 18 EE ON I ;i ENGINEERED COOLING SYSTEMS. INC > `� \ -< ° \\ ,:REMOVE 38 LFT OF „, 2 D.S. 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NO. 45 C:) ++ + -----------------7 R 520.00' i INLET TYPE 'B' WITH 13.5 LFT OF oo �g CD 4 +A = 40*1 8'50" + STR. NO. 43 15"O RCP @ 0.50% STR. NO. 46 L = 365.88' ADJUST CASTING TO GRADE RIM EL. 828.77 INLE TYPE 'E' W TH 8 LFT OF 24"O CMP T T = 190.88' titCP #6112 INV. IN (E) EL. 825.47 TO RECONNECT TO EXISTING 24"O CMP tE = 33.93' RIM EL. = 828.20 tP.C. = 24+34.74 INV. OUT (N) EL. 825.47 I I 154/190 W. CARMEL DR. LLC it146Z148 CAR it11 S P.I. 26+25.62 INV I N (S) EL. =825.40 MEL DR. LLC III DR.KIRBY 11 PARK EAST, LLC T�. N 0. 49 JCLASS P.T. 28+00.62 CL III DR. itCLASS III DR.INV. I N (E) EL. = 825.32 KIRBY 11 146, LLC t =47'• 106-136 W. CARMEL DR. LLC W=23' ADJUST CASTING TO GRADE LW STR. NO. 44 INV. OUT (W) EL. 825.32 W=20' itL0 KIRBY 11 RETAIL, LLC ittitADJUST CASTING TO GRADE PAUL J. & SIGRID K. AHNER STR. N 0. 47---------- + p ------ ----- AD STR. NO. 48---------- ------- ]CLASS III DR. JUST CASTING TO GRADE tTING TO GRADE---------- ...... 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REVETMENT RIPRAP 18° 19.1' LT. DEEP ON GEOTEXTILE STA. 32+00 TO STA. 33+26 I ,-__, • SEE DETAIL SHEET 14 -____ ;•,K, W=31.5 8 1. GRADE TO DRAIN TO STRUCTURES 29 24 11.27% 1 1.39% 2. ALL SPOT ELEVATIONS ARE PAVEMENT 1111- -- --1111---- i•:_J _ 1111 -- -- -- -- - - --- ' + FABRIC I - -- --- n: - +F N' I 11 �I +80 0' ELEVATIONS STR. No. 55A I� ,- f 829.48 1s29.22 REMOVE EXISTING ADJUST CASTING 11 #-%% ii Z' (j/ n / HANDRAIL AND TO GRADE ;; � I( �, 1," ;� / P & C FARMS. LLC / END PROJECT 30' LT. PAUL J. & SIGRID K. ZAHNER '1I II o I CONCRETE WALL - . _ - 1111 1111_. ii � 11 11 E / STA. 829.17 0.55% ll _r-- -- - - - -- - + 0 7 - _ i - . _ ° _ ° IL --- -- ------- -- 1111- 1111-- 1111- �J _.-.. � __.. - __ - -- -�-7=-- --1111-- ---- 1111--_--- - -- - +55 0' 0 � .. . ._ ° °:�M ,_ ..-- � 28.1' RT. O �. - - 829 33 F4 41--l", o ` � -- - ;E; 1111 %° LINE C 829.11 =- ----- m----- 111 1--1111 11 11---1111-- ---- r �� �� `4+ - _- - Tf 829.10 -- ---- _--` -- - - -- ---� -- -- ----- s I l - - - _ 3029 30 I - W - - --- -- - 1111- --1111-- 111 1--_--- _ -- - --- --- - _- - - j--- g T. 1''j --- -- W 1111 1111 -- -- -___ 11 11-_____- -- -__-- -_____- _1111 = -t+ __-��'' ,,r; 9 26 828.94 A - - 34 - '` 30' LT. --- --- --- -1111-- 1111 -1111-- I I 82 . 30' L . _ 30' LT. 30' LT. U') �7 ;; o�`(�� C1 E 18 i i N� 829.21 829.25 829.32 30' LT. 24 Lt. 24 Lt. 24 Lt. 24 t t. �4 t. I - ,, 829.14 30' LT. 838.71 839.78 840.84 841.91 �� 842.65* 24' _ END CONSTRUCTION * SPOT ELEVATIONS TO 30' LT. 1 o I I _L_ r LINE 'A' ^} 829.01 ° o >' � ��� STA. 33+42.50 `A' BE FIELD VERIFIED ;� I , I } 828.99 30' LT. 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Q T - �•-• T 11_ r - r --- - II 828.92 c .'-q-r� oo -_-_ _ - - T- T- T- T T I I � ' RT. c -.. � �•_ T T +.. -^- _ __-_- _ _ _ 1111--1111-T----L -� O 829.02 C1 18 F4 \� I ____ - - / -4 `F`�"-.-•-r.- +.. iT.,-. ._:.,,-,�s^ - _ _ - --- ---==T- _--___-____ 1111 r�'� _1111-i Z - I - T - - - - F F4 T I, " - _ -- 1111-. - ' '- -, - - \ F4 0 - - T �� F4 - / - 1 ` 'I t "f = E F° HE--H ��ti, T �_ -� Q z; C1 F _ _ OH °F °H ❑HF--- ❑HE_- ❑HE / ❑ � L 1111-- - - � 1111-� r o �\ J \\\ \ G i/ C -- - --- C zt C1 F4 F ;F0 � N� I I STIR. No. 57 i � CD vv F0 /,' � i c i ADJUST CASTING o f°� v "� � _ ADJUST VALVE; I TO GRADE �' ` n - _ �` _ ____ _� _____, BOX TO GRADE' �' 3,' = - - -" CLASS III DR. I o' ;,, CLASS II11 DR. ADJUST �lALVE<=% - - W=29' i i % t_ -y CLASS III DR. RELOCATE LANDSCAPE `r== ; I W=29' BOX TO GRADS --� TIMBERS TO BACK OF i INTERSECTION SPOT ELEVATION DETAIL --�- - �� \ W-35' WALK COORDINATE ; �`1� _ WITH OWNER NTS %STIR. No. 56 �i � i v�� I ��N I RICHARD E. & ADJUST CASTING TO GRADE 11 I( I I �\ .. CATHERINE L. MAJOR In 11 SHELL OIL COMPANY I \\ � '°' o -k D I I I I > I II I \\ x J 'T Q D I IV -,' 11 0 11 1 N D Q /�� otf > m > = icll_ II= a, > p a I > = U `, m a) Q > o 0 o'II` - 1I o = 11 o I -p`o o o 0 0 �� w O m 11 I I a o I I a I = m y m OZ Z c .� -_____ _----__._._-__ p -.� 0 N `. - O N L Q, L 3 T C N 15 L V N 8 _ .O W '�� J C � C0_ (-, W H _j i p' O � Q+ t- p p, O N U 28.87 - V� - _J a. V' N Li. � J V` I W I- Z �___- WJ N co r�T, cc r- aD � � r` N Co I- N CD 00 � O M O r- I n - CD , � r� 0 op O cn N � � � � I r7 4 �7 O � n � ") � � � � o0 20 0 20 40 KEYMAP N } r7 d d r`7 r7 �} r7 r7 r7 r7 d . e!' r_ r� N r'� u_ O ,, Cn CT, N N t Cn - - cD t N o? J. 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PAVEMENT - -- ° °- - - _ '__ - ---__-_ -_ -_ 1111 --- STORM INLETS EXISTING GAS LINE 1 STRAIGHT CONCRETE CURB W --- - - _ FOR DRIVEWAYS (6 ) _ _-___ ------------------------ w - _ _ ___ _ n- STORM MANHOLE WATER LINE i _ -------------------------- -- ------ - S` SANITARY MANHOLE TELEPHONE LINE C1 BRICK PAVER DRIVE (SEE DETAIL SHEET 14 14 MOD. INTEGRAL CONCRETE CURB (SEE DETAIL SHEET 13) _____________________________________ - ---- ---- -` - -` 1111-- --- Q - - + - - 4, GAS VALVE CABLE TV LINE -- -- -----------1111 - - 5 V 0 - - - - -- - WATER METE TIER, TYPE II - - - A R I ELECTRIC LINE �F CONCRETE SIDEWALK 4 IN 1� COMBINED CONCRETE CURB & GU o - - - : -- - - -- Y w,aTFR SALVE D wooD Posr FENCE © MODIFIED CONC. CURB RAMP, TYPE '0' 18 COMBINED DEPRESSED CURB & GUTTER I -It a - - - __ - _ -- - FIRE HYDRANT x-x-x WIRE FENCE +- _ t - -_ _- __ - -- -__ _ - 11 POWER POLE o-o-o CHAIN LINK FENCE o --- ------ ------- -- GuY wIRE MODIFIED CONC. CURB RAMP TYPE 'N' 19 COMBINED CONCRETE CURB & GUTTER TYPE III - - - -_ -- -- - _ -- - I� -`-- - - ----------------- -.._.. - - - LIGHT POLE ' DECIDUOUS TREE MODIFIED C NC. AM P� - IA, 0 CURB R P TYPE K El1l� B BORROW FOR STRUCTURE BACKFILL ______________________ _ ___-------- CARMEL DRIVE / LINE nA n Y �� -_.__ 1111- _ i! � € r =: �'.J - - L $ l Q w o -- - - : -- -_ 1 POST 51GN X� �Z 2 POST SIGN CONIFEROUS TREE O BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) - _- - - - - _ STA. 32+00 TO STA. 35+72.07 - --- -- -------- -I _ BUSH � c�ii� - - - _ - - - - _, _- - - - - -- -- - -- ® PROPERTY CORNER FOUND ® MILLING AND OVERLAY- - --i___ __ -_ 1 _ - -__ - _ -- j CARMEL DRIVE WEST I :Ida- - .. ..� . .. -� -- •. ---- --- --�- i - • A . �,Q O ;d- - __ _ -- - -- -- --- _ -.._.. --' _-..... _-----------------_.__.._. ..-'------ - - - - -- ------- -- -------'-------------------------- W --- _ O `- _.-... _._ _.. -.....-- --. :.C"7j _. . __ �1 -_ cV t` N --------1111--------1111--1111------- - -----------------------------------------�; -- -------------------------------------------- 111---°__.---•---1111---------1111- - ----------------------------------111.1- ------------~ I UH --..1111-_ - I"7i..-- - -- __.- _.. _----- -. -- _. 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TEN --- ---- -- - _ - --- _-_ --- _ __ - •--_ - -- -- -- _.__ - - ----- ---- - - - I � - - -- � � -' ' JUNE 13 2003 GJI ---- 1 111-1111-- -�-- 111 1-1111 1111- -+ 11 11 , ----- ----�- - -; - -+ 6 27 32+00 33+00 34+00 35+00 U ]� T 1, T +. L� Y li r 1 3 CD ,u o ,Cj 3 3 C9 C9 L U _ O O_ _J =, O O Q O O N d Cl CC+ = O d a. ,, 00 J -0 L C O cD L- CT M, _ C C N CD � � u7 � t .0 ^ Lc) ^ w - w u- 11 - Imo) -. d N CV _ CV N \ I'- C� M i-) N O N � , \ ,) •�-, `, � N N O N Z r N d' r J r) C -) cD O m O Q Q6 \ N CD �V ,.. V lD 06 r ) m N a0 O - + \ + + STIR. N0. 59 + + N ++^ + + + - o �� INLET TYPE E WITH r � + \ \ + 27 LFT OF 18"0 RCP ® 0.56% INDY INC. STIR. NO. 63 � 1 1 �,, � RIM EL.=828.50 STORM MANHO WITH 110 m STIR. NO. 64 1 \ \ \ ,, .- INV. IN (NE) EL=826.30 OF 18"0 RCP ® 0.50% °+ STORM MANN WITH 1 �\ \ INV. OUT (SW) EL.=826.30 RIM EL. = 829.75 OF 18"O RCP 10 0.50% �\� \ \ 0\ \ CURVE NO. 3 'C' a INV. IN (N) EL = 826.85 _ RIM�-M0.45_ _ _ _ \ 11 INV. IN (E) EL= 826.85 - INV. IN (NE EL. = 827.74 L \ o R = 400.00 20 0 20 40 \`• -c' INV--OUT-TS-W) EL = 826.85 INV. IN E EL = 827.35 r, `\ y \ \ o = 40'00'00" l - INV. OUT (S EL. = 827.35 "'-rn Z L = 279.25' _--- \ \ \ _ o ;__ o o o -- o o = o_ � r► '';i - X\ \ -- \ T = 145.59' SCALE: 1"=20' \ \ o + F o o \ P.C. 25.717+00.00 \ P.C.P.C. S TA. Z1+�00 I) _ _ -- pHE---Y'. I Lo - -�_-_ \ --� a °HEM � �� ' - _ o P.T. TA° 73 79.25 P.I. o w /i \ \-- o � 1. - 72+45.59 o P.T. - 73+79.25 \'�opo �. o - �X��t�N% W- _-- __ _-- - ------ -------------- ----- ---- CP #6111 `�, �\ .� ` \ SF \ P?�N'' - �--- ------f18' I CURVE �0. 3 'C' 17 ' �`� �y W -- - m � 12.12 - - i ° - W - --' � - �Z-� --- /.,{_-� �,E- -�, m 3RD AVE. 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N0. 62 REMOVE INLET AND 121 LIA�� �� ADJUST CASTING �� EXIS-�G-PIPE ------------- TO GRADE �r- - --------------------_------------- __________,_== �,� �t° 5 REMOVE INLET AND 0� CLASS III DRIVE (� ;��`" _ _- > 2�o LFT OF EXISTING PIPE W=28.5' �_• '> ____ STR. 0. 66--- I 1 K1 INLET TYPE J WITH 11 LIFT OF \ ` , __ 12"O CP ® 0.50% Il , 1 11 JOHN S. KIRBY• III & JEAN H. KIRBY RIM E = 829.63 r r INV. 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CURB RAMP, TYPE N 19 COMBINED CONCRETE CURB & GUTTER, TYPE III -- -- - I --- " GUY WIRE -- fi--- m1 , LIGHT POLE DECIDUOUS TREE I _ - -- 65 MODIFIED CONC. 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SEE SHEET 14 FOR THE SCHEDULE OF POLES, - 39 THERMOPLASTIC, TRANSVERSE MARKING, WHITE, SHARKS TEETH FIXTURES, AND POLE BASE DETAILS. SCALE: 1"=40' INSTALL LIGHTING POWER 0 / °/{: 2. POLE BASES SHALL BE NO CLOSER THAN 1' TO THE BACK 40 TERMOPLASTIC, TRANSVERSE MARKING, SOLID, YELLOW, CROSSHATCH LINE, IDISTRIBUTION PANEL. // OF CURB FROM THE FACE OF THE BASE. 24" WIDE @ 20' SPACING FIELD LOCATE TO AVOID INSTALL TYPE / / 3. TYPE 'A' POLES ARE ALSO SIGNAL POLES. SEE SHEET 9 41 SOLID, WHITE, PAINT, LINE 4" WIDE EXISTING CONFILICTS. 'B' LIGHT POLE FOR MORE DETAILS. 00 i COORDINATE WITH +� 33 �/ C)o o CINERGY FOR POWER. INSTALL TYPE + Lc) -f- o 'B' LIGHT POLE T-- c I o ° ` 0 + h N 1 00 � I ° 38 A /+ o O.C. 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CARMEL DRIVE ' rO� 33 II -__ -- 33 EXISTING PAVEMENT ;; w CD 00 __. -- — — -- — — — z N 12' -- 34 MARKINGS z Q 34 12' _ - a - - -_- - ------- - __—_— ——— ———— — ——_ ------- _ _ - -- _-------- s= zz _ - --- -- � i ------- -- ( 00 pry --.., i■ + Z _ '. IDA VEMENT MARKING, LIGHTING � II INSTALL TYPE �o 0 0 o\ Q ��- 'C' LIGHT POLE -01 � �,�� T °oa L',a �Q Y ___—_ °-- _---____—_-- o 40 ° 40 80 ��� R o SIGNAGE PLAN AND X�Q Q�<',� ��- INSTALL TYPE tj :�,aa 'C' LIGHT POLE SPLICE WIRE AND CONDUIT SCALE: 1"=40' 19700381 CARMEL DRIVE WEST II INTO EXISTING PEDESTAL . ' , O STATE OF �� Trau purtatiou n ND IAN > llE��to unw n (ou,ii aii 0 Z II U�Qw n .S'S ANAL �� 03-01 RH TEN Ld WwoQ ZZ I JUNE 13, 2003 GJI Q 27 wwLJ JO TEN V /7 , r� I Toil �_i PHASE DIAGRAM 00 / NOTES: o ;,;i' 1. ALL CURRENT INDOT STANDARD SPECIFICATIONS 01 02- 03 04 ' SHALL BE USED WITH THIS PLAN. F # I _ , 2. CAMERA MAST ARMS SHALL BE DIRECTLY OVER SIGNAL MAST ARMS. OFFSET ON PLAN IS FOR ------------- �/ VISUALIZATION PURPOSES ONLY. ----------> p I � M' 3. SEE PAVEMENT MARKING PLAN (SHEET 8) FOR 20 0 20 40 ° u'" LOCATION AND DESCRIPTION OF ALL MARKINGS. v 05 06 07 08 ' 4. CONTRACTOR SHALL COORDINATE WITH CINERGY SCALE: 1"=20' DURING OVERHEAD ELECTRIC RELOCATION FOR CARMEL DRIVE FLASHES AMBER ST SERVICE POINT CONNECTION WITH POWER CABLE LEGEND , 3RD AVENUE S.W. FLASHES REDfi CONDUIT. ___,s 3 SECTION (12" RED, 12" AMBER, 12" GREEN) SIGNAL N 3' INDICATION I ' Ila1'm 11 ---, / 5 SECTION 12" RE " CD ( D, 12 AMBER 12 GREEN, 12 AMBER NEW HANDHOLE lam ' ARROW, 12" GREEN ARROW) SIGNAL INDICATION 11 O N ' li -- --- - 2" GALVANIZED STEEL CONDUIT + ; EW CONTROLLER C) 111 B HANDHOLE 00 71 +00 i a O 41 II rn —� SIGNAL CANTILEVER STRUCTURE, MAST ARM, AND FOUNDATION —� DETECTION CAMERA AND MAST ARM CD t C11-- --- ,y-, POWER CABLE NEW N D H OLE 0 SEE NOTE 4 _ A- ° N 18" PEDESTRIAN INDICATION WITH INTERNATIONAL SYMBOLS, NEW COMBINATION POLE, 38' SIGNAL ° — '_, � � I� �, o — o �� z & 25' CAMERA MAST ARMS ON NEW X 4"3c/14 }{1 h^� PUSH BUTTON, AND SIGN (R10-4b) - ------ STEEL STRAIN POLE FOUNDATION - 8"5c/14 I N MBINATION POLE, 38 SIGNAL & 8 PHASE FULLY ACTUATED CONTROLLER AND CABINET, PEAK / I 3c/14 f 4"4C cx � 30' CAMERA MAST ARMS ON NEW STEEL 0 , 2"5c 14 BCD _ / 3c/14 °s STRAIN POLE FOUNDATION TRAFFIC, ON P 1 FOUNDATION. 7c/14 : 2N5c/14 �� X �'` :_- S. ---- PROPOSED DR`E EAS—E�N CX ` 3c/14 — OVERHEAD r --- — 7c/14 e ---i--- - AND SPECIFICATIONS) Cx t � II CAMERA DETECTION ZONE -- -- - ---- I y °posE o CX COAXIAL CABLE w_ w _w� k SNS-2 ' --- �F II CARMEL DRIVE I _ X35 MPH 3 \ ,I --- `- I ` 2"3c/14 SNS-2 - - - I, �- # ; - ---- 4N5c/14 I SNS-1 3c/14 -- - G G 2N7c/14 I / I _ �`— ' 2NCX 2N7c/14 _❑ - G — CX II � ❑ Fn ❑ r, r -_1 — I -- - –– F PROPOSED F — F❑ _ DRAINAGE ❑ ❑ EASEMENT �� 2N5c/14 F❑ ����I I w �� �� �� . 7c/14 �' -r PROPOSE CX o --- F❑ \ II rh , k� ��• O 3c O, < NEW COMBINATION POLE, 48' SIGNAL NEW HANDHOLE �_s + o 7c/1 414 r ° & 35' CAMERA MAST ARMS ON NEW NEW HANDHOLE Cx STEEL STRAIN POLE FOUNDATION I I I - ; NEW COMBINATION POLE, Its 38' SIGNAL & 25' CAMERA � r I y- I MAST ARMS ON NEW STEEL P STRAIN POLE FOUNDATION ' L . pr O \ ST xs PROPOSED- DRAINAGE < / EASEMENT ' J V ` -- — 8'-0» 7'-6" Z Q N in _ i.n — — m � CO CARMEL , � co 3RD ,1 00 t Lo ��� E. " A TRAFFIC SIGNAL PLAN W - J Q �� 6.9° 82.3" 6.9" 6.1' 77.8" �� R �' r1 N. X<�Z Oil- Y Q / 19700381 SIGN DETAIL SIGN DETAIL O STATE CARMEL ' Q of �, DRIVE WEST . S DIAN �� wz� SNS-1 SNS-2 F �N P [ lilu,u N zw S� �� 03-01 RH n��,,lopui"nl <"nsl1If a�,1; wcnoQ� N.T.S. N.T.S. �NAI _ TEN ..: . LLJ _ Q- JUNE 13, 2003 Gil TEN 9 27 Ww wo ROAD CLOSED r ON TYPE III BARRICADE/ (R11-2) / 60 0 60 120 SCALE: 1"=60' C=) _ + I I ° ° r' I + ° C) I + ° co + p ° j ° tT� L0 00 C) - - - - — �- 1141 E� R1+15 ( 3 2 - • • • � l _ ___ � 1 - _ � � - / , ,- �/ ,�/, , , �i- � _,, _ _ 'i`j �� ' (R3-1P) NO RIf�HT O - 2 - TURN 4 - f LEFT LANE - - I VE aosED — E ' ROAD �� .� � v2 MBE ° I, + _ _ coNSTauc - 1 MLE LEFT LAW h 0 T — _ CLOSED — 1600 FT `V [1/2 MILE] (W4-2) 000 (W20-1) [1 MILE] I (W20-5(L)) � - � A ' 13+75 15+50 2 i ;' [1500 FT.] (FLASHING (W6-3) °i ... .., :; d 1'. ' // ( 2 MILE ±1 ±1000' Ln ARROW d }1 00 +0___-__-_� BOARD) D 500' ROAD i / \. 18+15 O , I (R3-2) CLOSED ' o (SEE DETOUR DETAIL SHT. 12) (R3-2P) �h ON TYPE III ` BARRICADE it O _ O 11250' ±1000' 11300' \\oN,T FORT LiJ ° 1600 FT CD o o° o 0 0 °0 33+45 + + I ROAD - o + + + + 33+20 �+,� (FLASHING �- M I I Rl%ff LANE R aTOSED S o 00 rn C) �,,� �,,� (W6-3) M ARROW M MU$T - N BOARD) 34+80 I RKiT LANE 1/2 MLE S/4 MLE ;_-_ _ w (W4-2) MUST TURN RK�HT y W TURN RIGHT W20-5(R)) 1500 FT. W20-5(R)) (W20-1) m q ► . . - (R3-7R) — (R3-7R) .1/2 MILE] — 3/4 MILE]— Q 77 -Y - , - - -- - — — — — -- -- - - W - - ---- - - ----------- - -------- --- - - --- -- -- o CD z C) , + 1 - ; CARMEL DRIVE �— I � I �, 2 CARMEL IV . x 2 - ------ ------ - - - r � Q Ir- r�I * - - - - T I a e TION AREA 10' MIN. 10' MIN. WIDTH VARIES LANE LANE (SEE DETOUR DETAIL SHT. 12) (WB) (EB) � I 35+10 MILL & OVERLAY I I (G20-2) I OR FULL DEPTH ASPHALT REPLACEMENT 1 2 2 EXISTING FULL DEPTH PHASE I EDGE LINE ASPHALT WIDENING TYPICAL SECTION N.T.S. NOTES 1 . EXISTING PAVEMENT MARKINGS TO BE REMOVE WHEN IN CONFLICT WITH M.O.T. SCHEME. PHASE MAINTENANCE OF TRAFFIC LEGEND 2. CHANNELIZING DEVICES TO BE SPACED NO GREATER THAN 35 FT, 1 . PLACE ALL TRAFFIC CONTROL DEVICES AS SHOWN • TRAFFIC DRUM IN TAPERS AND 65 FT. IN TANGENT. IN THESE PLANS AND SPECIFICATIONS. CONSTRUCTION SIGN 3. EAST AND WEST BOUND TRAFFIC SHALL BE MAINTAINED ON CARMEL 2. MILL EXISTING SURFACE AREAS WHERE SPECIFIED y DRIVE AT ALL TIMES. TO 1 .25" BELOW FINAL GRADE. CONSTRUCTION AREA ----- MAINTENANCE E 4. PEDESTRIAN TRAFFIC ON MONON TRAIL SHALL BE MAINTAINED 3. CONSTRUCT NORTH HALF, INSTALL ALL STORM STRUCTURES ® TYPE III-B BARRICADE (12' SECTION E, N OF TRAFFIC AT ALL TIMES. AND TRAFFIC SIGNAL INSTALLATION. PUSH CROSSING CONDUITS �� Qw o o ; ���► T R o PHASE I <Xu 3Z UNDER CARMEL DRIVE TO SOUTH HALF OF RIGHT-OF-WAY FOR O TEMP. PAVEMENT MARKING, 4", SOLID WHITE, PAINT :2i�o awe~ 5. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND PHASE II CONSTRUCTION. 19700381 BUSINESSES AT ALL TIMES. 2O TEMP. PAVEMENT MARKING 4", SOLID YELLOW, PAINT -10CQ 19700381 DRIVE WEST ' wza 4. COMPLETE FULL DEPTH PAVEMENT CONSTRUCTION AND o STATE OF 2� I i.uwpu t thou f �� AND I ANP V� ll I pmenl (ou,nlixuioQZ 6. ONE HALF OF DRIVES SHALL BE REMOVED, RECONSTRUCTED AND WIDENING TO BINDER COURSE AND INSTALL CURB AND GUTTER. INDICATES TRAFFIC FLOW s/oNA� �� 03-01 RH TEN w W wwo CURED BEFORE THE SECOND HALF IS DISTURBED. -- JUNE 13, 2003 Gil TEN to 27 Of 0_�� XDC LF' I CD C) p 60 120 + O Uj- 60 0 �- C) l + 7 d+- 00 O SCALE: 1"=60' I + O rl_I + I I .-- co + O p � 11+75 END / --- G20 2 TRUC oO o N 0 C) - - r-- V) „ --- _ wa �� 2 ", • • • • - — - 2 - -- .�. - O �T LANE mom NNIW ROAD i - ROAD 1/2 IiI�E � + ., _ / RIGHT LADE CLOSED (W20-5(R)) 1600 FT [1/2 MILE] '- (W20-1) (W4-2) _ 1 MILE 11+75 (W20-5(R)) (FLASHING � � - °-- [1500 FT.] o ARROW � 15+50 2 � f 1 MILE "' ( ) 2 f 1000' ±1000' BOARD) W6-3 -_ �Xo (SEE DETOUR DETAIL L H S T. 12 18+15 R3-2 ( > � i ( (R3-2P) 4, p (1250' (1000' ±1300' ' � y R� I CLD8ED v / � 1600 FT C 0 o ° C) °o 0 34+35 0 o I a- 0 0 -�- C) + 33+20 -I- FLASHING RIGHT LANE �� + c^ 000 m I C) j ± N (W6-3) rM ( ARROW M r7 I I F6GHT LANE CLOSED MTRUC N M I�18T V2 MILE 3/4 MILE �v N N }I M � M BOARD) 34+80 I RIGHT LANE j 7 o (W4-2) ---_-__ -- p � o IdU8T _, v TURN RIGHT (W20-5(R)) v Q . ,, +► . - 1500 FT. (W20-5(R) (W20-1) - I (R3-7R) -7R1 — — [3/4 — — M o 0 — --- p O r cfl to 2 2 ! - CARMEL DRIVE- 11 ---- -- ----- - - W ----.. L DRIVE - - CARME 1 � - .. - p — - �/ l y 0 i 5l LLJ SEE DETOUR DETAIL SHT. 12 { i . 35+00 (G20-2) 10' MIN. 10' MIN. 1 CONSTRUCTION AREA -- _-- ----- PHASE II LAN LEB) WIDTH VARIES MAINTENANCE OF TRAFFIC MILL & OVERLAY OR FULL DEPTH 1 . PLACE ALL TRAFFIC CONTROL DEVICES AS SHOWN ASPHALT IN THESE PLANS AND SPECIFICATIONS. 2 2 1 REPLACEMENT 2. MILL EXISTING SURFACE AREAS WHERE SPECIFIED TO 1 .25" BELOW FINAL GRADE. FULL DEPTH NOTES PHASE II ASPHALT 3. CONSTRUCT SOUTH HALF OF TRAFFIC SIGNAL INSTALLATION. WIDENING 1 . EXISTING PAVEMENT MARKINGS TO BE REMOVE WHEN IN CONFLICT WITH TYPICAL SECTION 4. COMPLETE FULL DEPTH PAVEMENT CONSTRUCTION AND M.O.T. SCHEME. LEGEND N.T.S. WIDENING TO BINDER COURSE AND INSTALL CURB AND GUTTER. 2. CHANNELIZING DEVICES TO BE SPACED NO GREATER THAN 35 FT. TRAFFIC DRUM IN TAPERS AND 65 FT. IN TANGENT. -- z 5. MAKE SIGNALIZED INTERSECTION FULLY OPERABLE AND REMOVE CONSTRUCTION SIGN DETOUR SIGNAGE AND "NO LEFT TURN" FOR 3RD AVE. SW. 3. -- ---- --- -- ---- -- ---- ----- ---- A AND WEST BOUND TRAFFIC SHALL BE MAINTAINED ON CARMEL CONSTRUCTION AREA 6. PLACE BITUMINOUS SURFACE OVER ENTIRE PROJECT UNDER DRIVE AT ALL TIMES. -- ---- -- TRAFFIC. ALL NECESSARY TRAFFIC CONTROL DEVICES AND/OR ® TYPE III BARRICADE (12' SECTION) E FLAGMEN SHALL BE SUPPLIED AND IMPLEMENTED PER 4. PEDESTRIAN TRAFFIC ON MONON TRAIL SHALL BE MAINTAINED m J" AT ALL TIMES. E. N MAINTENANCE OF TRAFFIC XLj INDOT SPECIFICATIONS. O TEMP. PAVEMENT MARKING, 4", SOLID WHITE, REMOVABLE x CL 1-- ax` �� 7. PLACE PERMANENT PAVEMENT MARKINGS OVER ENTIRE PROJECT 5. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND / PHASE Il � � .�: BUSINESSES AT ALL TIMES. 2O TEMP. PAVEMENT MARKING, 4 , SOLID YELLOW, REMOVABLE / 19700381 i�� UNDER TRAFFIC. ALL NECESSARY TRAFFIC CONTROL DEVICES / Q CARMEL DRIVE WEST ' w-Z AND/OR FLAGMEN SHALL BE SUPPLIED AND IMPLEMENTED INDICATES TRAFFIC FLOW O STATE OF �� ' 6. ONE HALF OF DRIVES SHALL BE REMOVED RECONSTRUCTED AND i— \�'s �NDIANP V\ } DE 1 ptnenl (onauli,uil, Z� PER INDOT SPECIFICATIONS. S�pNAL �� 03-01 RH TEN ww°z~ CURED BEFORE THE SECOND HALF IS DISTURBED.w�'_zz U ��LLJ�J CL XDo[7� JUNE 13, 2003 Gil TEN �� �� III � � ROAD W41-2 CONSTRUCTION A B 3/4 MILE O O 3RD AVE SW CLOSED AT II I CARMEL D % DETOU M 4-8 M 4-8 DETO I W20-1 3RD 3RD L CARMEL ��, (3/4 MILE) D C AVENUE M1-5 AVENUE M 1-5 ETOUR\\ �/ AHEAD CI TY CENTER DRI VE SW SW M5-1(R) � M6-1 \ W20-2 D � B OR OR M5-1(L) M6-1 � -----� 3RD AVE SW 1 CA�� f��_ - ��— CLOSED AT ROAD C D CARMEL D O O o CLOSED j B C C W41-2 0 1500 FT. C M 4- - / \� NO SCALE DETOU 8 END M 4 6 J 3RD M1-5 DET M 4-8 f _- =� \\\ o � AVENUE ROAD CLOSED ° AVENUE M1-5 TO CIVIC SQUARE z � M6-3 SW j/ THRU TRAFFIC o W --- — --- - -- z �► M6-4 ON TYPE III-B BARRICADE J DETOUR ROUTE MARKER ASSEMBLY DETAILS (Ril-4) i z C A CARMEL DRI VE DETOUR 3RD AVE SW cri C AHEAD CLOSED AT \ CARMEL D W20-2 W41-2 } C it DETOUR DETAIL DETOUR AHEAD PHASE I W20-2 NO SCALE / 3RD AVE SW CLOSED AT CARMEL D LEGEND - j ROAD W41-2 CONS W41 2 i CONSTRUCTIO TRUCTION SIGN 3RD AVE SW 3/4 MILE j ! CLOSED AT CONSTRUCTION AREA j I CARMEL D W20-1 CARMEL L �A, (314 MILE) ( ) ��� � DETOUR TYPE III-B BARRICADE 12 SECTION j ' F \\ AHEAD - - DRIVE INDICATES TRAFFIC FLOW o CITY NTER DR _y W20-2 J ( I ``' DETOU M 4-8 DETOU M 4-8 C G a 3RD M1_5 3RD M1-5 F AVENUE AVENUE "' M1-5 SW _I � � M5 1(L) � M6-1 C/VI C SQUARE J o W NO SCALE O U � i DETOU M 4-8 END M 4-6 � i I � AVENUE M1-5 DETOU M 4-8 SW I 3RD M6-3 AVENUE M1-5 -- -- –-- - - - z CARMEL DRI VF [J] SW o M6-4 ----- CL , O 1 - -- -��� DETOUR ROUTE MARKER ASSEMBLY DETAILS MAINTENANCE OF TRAFFIC E T"R DETOUR DETAILS 6LUI All 10 I \ w°° PHASE 1 AND 11 X�w I X<oz DETOUR DETAIL 1 i , 19700381 I D ch o STATE OF CARMEL DRIVE WEST Trains uirlatwu k PHASE II �NDIANP 4 zssl � 03-01 RH TEN u��E i„T'�,�Eili C�,ll;Idn.�tit' w NO SCALE ONAL Z Li WwoQ� L, ��ZZ JUNE 13, 2003 r r' Gil TEN 12 27 x�afJ° X �pLi:2 CASTING FRAME AND COVER AS SPEPCIF7ED OR APPROVED EQUAL EDGE OF PAVEMENT, CURB, GUTTER MIN. 6" TOPSOIL TO i PRECAST CONCRETE ADJUSTER OR SIMILAR STRUCTURE IN THE GREATER THAN 5' ENSURE GRASS GROWTH EDGE OF PAVEMENT CURB, GUTTER MIN. 6" TOPSOIL TO -- --- RINGS IF NEEDED (4 MAX) PUBLIC R/W IF NOT UNDER PAVEMENT OR SIMILAR STRUCTURE IN THE 5' OR LESS ENSURE GRASS GROWTH PUBLIC R/W IF NOT UNDER PAVEMENT ASPHAL TIC MASTIC------ - - SFE DETAIL FIG 400-05 OR BUTYL RUBBER -------___._. - \ II -11T ii,IN r,,In ill I Ic II SEAL BETWEEN JOINTS ECCENTRIC CONE OR REDUCER \O \ = CAP AS REQUIRED BY SITE CONDITIONS CONE TOP TO MIN. 1.25 Bc� MIN. 1.25 Be + 12° �' I MATCH ADJUSTING RING PROFILE. _ j \ LEGEND TABLE 404-2 MIN. MANHOLE DIAMETERS REGULAR BACKFILL m Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER B'BORROW OR EQUIV. FULL HEIGHT MANHOLE �, —-- -""---'-- - PIPE ENTERING OR PIPE ENTERING OR \ d = DEPTH OF BEDDING GRANULAR MATERIAL STEPS AS SPECIFIED PIPE SIZE LEAVING AT A 0-45 LEAVING AT A 45-90 MATERIAL BELOW PIPE COMPACTED TO 95% "B"-BORROW OR EQUIV. DEGREE ANGLE DEGREE ANGLE STANDARD PROCTOR GRANULAR MATERIAL DENSITY PLACE PREF 112" MED DIAMETER GASKET MA TERIDAB�� 12'-21- 48" 48" COMPACTED TO 95X d _ _SEE TABLE 404-2 24" 48" 60" STANDARD DENSITY Bc � ' EACH KEYWAY. (SEE DETAIL) PLAN VIEW Bc 63' -�5"MiN. DEPTH OF BEDDING DEPTH OF BEDDING LEGEND PRECAST CONCRETE MATERIAL BELOW PIPE 0-RING GASKET- \ Nom• MATERIAL BELOW PIPE ADJUSTING RING OR ASPHAL T7C MASTIC \ ^ D d MIN. ALL BEDDING & INIT1AL BACKFILL SHALL BE NOTE.- Bc = OUTSIDE DIAMETER cv OR BUTYL RUBBER ---1 _ -. INSTALLED IN 6" TO 12"BALANCED LIFTS _� IN ALL BEDDING & INITIAL BACKRLL SHALL BE D = INSIDE DIAMETER FLANGE OF CASTING. j d = DEPTH OF BEDDING PRECAST CONCRETE 2T & SMALLER 3' 2T & SMALLER .3" INSTALLED IN 6° TO 12° BALANCED LIFTS MATERIAL BELOW PIPE � SEAL AT JOINTS --- -- 30' TO 60' 4' MIN. 9" OF CLEARANCE SHALL BE PROVIDED 20" TO 60" 4' MIN. 9" OF CLEARANCE SHALL BE PROVIDED SECTIONS 66' & LARGER 6' ON EACH SIDE OF THE INSTALLED PIPE 66'& LARGER 6" ON EACH SIDE OF THE INSTALLED PIPE MIN. 4"DIA. - -- ---� �PREFORMED HOLE TO REINFORCED REINF ?4» I�D. 1 � SUBSURFACE 77LE "T° MAX. OF PIPE O.D. + 6" CONCRETE PIPE (RCP) TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL NOMINAL 1/2" BUTYL N STUB WHERE REQUIRED /----� W/NON-SHRINKING RUBBER BASE EXTRUDABLE -- ---� / CEMENT GROUT GREATER THAN 5 FROM EDGE OF PAVEMENT WITHIN 5 OF EDGE OF PAVEMENT PREFORMED GASKET 34" O.D. Nrs MATERIAL (TYP.) Nrs SEE SPECS. SECTION A—A BENCH WALLS AT GASKET DETAIL MIN. 1/2° PER FT. SLOPE BASE 6' ADJUSTING RING - - -- Edges to be sawcut and 1" Asphalt Surface MANHOLE BASE SET ON clean of debris and loose 12" Concrete NO SCALE 6' OF 18 f6 OR }'2 STONE asphalt before patching ,f4 RF_BARS 0 12" SPA. 5' (MAX.) VARIES 12" EACH WAY (STEEL MESH AREA = 0-12 SO. IN. PER SQ. FT OR APPROVED EQUAL) [- STANDARD MANHOLE FOR PIPES THRU 24• Flowab/e Fill NO SCALE 12 12 3" B-BORROW -, ,I,=�v , ;, I`v h; r 4 STIRRUP BARS # DIMENSIONS BEDDING EXISTING AGGREGATE 0 2' O.C. PIPE T A C D E Approx. -' SUBGRADE DIA. (Min.) (1'f) (1'f) 0"f) (1"f) K R1 R 1 Weight 12"0 2" 5" 4'-3" 6' 2' 1'-3" 10 1 S g" 795 Undisturbed Earth 1.25 X OD + 1' MODIFIED INTEGRAL CONCRETE CURB DETAIL CARMEL ROAD CUT BACKFILL DETAIL NO SCALE N.T.S. Y nn �J ¢'/ F SHOP C RIPRAP TO BE PLACED ------ HOLES FOR UNDERDRAIN AS --- ON SIDE SLOPE WHEN REQUIRED (SEE SHEET 14) CALLED FOR ON PLANS. O ------- ------- -------<- �: CASTING AS PER STRUCTURE o �? U �, PIPE CONCRETE x DATA SHEET, OR APPROVED EQUAL Q CULVERT END SECTION 3'-0 ^' CASTING AS PER STRUCTURE 3'-0" DATA SHEET, OR APPROVED EQUAL _--- 3-6 2-0 - ° COMPUTED LENGTH OF CULVERT I 2_6 ' 6" PAY LENGTH LENGTH (D)N Y I I OF CULVERT 6 6" I`�l SLOPE DETAIL -- -- _ z PLAN VIEW Nrs A Nrs z DIAMETER GROOVED END ON OUTLET END TONGUE END ON INLET END Eli 6' 30"" — 6' - - - I m — � C B (D C) m 1 1/2" R. 1 112" R. A 12" C-C MAX. SPACING PLAN SHAPED CONCRETE FILL HOOK BOLTS SECTION A A . . » Q SECTION Y-Y TYPE J INLET 9 SHAPED CONCRETE FILL -/ NTS NO SCALE PLAN SECTION A-A HOLES FOR UNDERDRAIN AS ~ o • REQUIRED (SEE SHEET 14) I N TYPE B INLET GROOVE (OR TONGUE) CLASS 'A" CONCRETE NO SCALE CASTING AS PER STRUCTURE TO BE THE SAME AS 3'-0 DATA SHEET, OR APPROVED EQUAL ON STANDARD REINFORCED 6" E + 2T CAS77NG AS PER STRUCTURE CONCRETE PIPE A.S.T M. CLASS A' I � DATA SHEET OR APPROVED EQUAL 3'-0" DESIGNATION C76. CONCRETE ---------- 3"-6"' --- I 3'-6" .. . � 2'-0- -° A SECTION A-A 2'_6„ LONGITUDINAL SECTION NTS " NTS o Q �, 6" 30" 6 Q 2 114 J) LIJ - -- Q) x DRAINAGE DETAILS _j� - --- --- E w� -� Q w Q o PLAN SHAPED CONCRETE FILL SECTION A-A x�cc G. Y X Q�? PLAN SHAPED CONCRETE FILL SECTION A—A (((1///9700381 TYPE •E• INLET TYPE 'M• INLET O STATE OF C ARMEL DRIVE WEST ND I AN I-'E.!! I D( a to �meni (ousulf,int Q NO SCALE F' � P � � wZ� NO SCALE ss/ONAL � 03-01 -A .; RH TEN } �.� z www:2�— 1 W Q Z _ Gil TEN /� �� Li �Z— JUNE 13, 2003 LU d'U)fhJ� x�n�� m _ 5' (MAX) � �.- W1D17� VARIES POLE 1 1/2" SCHD 40 PIPE DEPRESSED CURB _ POLE (HORIZONTAL COMPONENTS) AND GUTTER SEE PLAN VIEW HANDHOLE MOUNTING HANDHOLE --�_ MOUNTING 0 AND CROSS SECT BOLTS AND BOLTS AND �' SIDEWALK CURB RAMP v 15100-11 (MAX) _ _ — — — — BASE COVER BASE COVER LAYOUT PER I ___.__ MAX — — — — —� LAYOUT PER 12:1 MAX. SLOPE 2.09 8.33q MANUFACTURERS MANUFACTURERS ----- CONC. BASE WITH 1" TEMPLATE CONC. BASE WITH 1 TEMPLATE -- ---- - -- -- --- CHAMFER: PROVIDE VERY GROUT BASE CHAMFER: PROVIDE VERY 4' X 1 1/2" SCHD 40 PIPE N HIGH QUALITY SMOOTH FINISH HIGH QUALITY SMOOTH FINISH GROUT BASE (VERTICAL POSTS - 6' 0/C) � 6„ -- ----- EQUIVALENT TO �- � 1/2" PREFORMED JOINT FILLER SURFACE IN PLACE FINISH GRADE FINISH GRADE COVER FLANGE N SEC110N D—D (REVERSE FOR TYPE "OD - - --- -- - ----------J 6" CEMENT CONCRETE 1/2" PREFORMED PAVEMENT FOR DRIVEWAYS #6 AWG GROUND WIRE Q #6 AWG GROUND WIRE _ 3"�b X 6" DEEP MAINLINE PAVEMENT CURB & SIDEWALK JOINT FILLER DRILLED CORE GUTTER 50. VARIEAX. CROSS SMIN. (No Sidewalk) (FILL W/ NON-SHRINK, 4" NO SCALE � J NON-METALLIC GROUT) ct CD CD 3'_0 5'_0 � GROUND ROD 0 _—___—_— _ i GROUND ROD o o CONCRETE, CLASS A i DEPRESSED CURB 1/2" PREFORMED #6 o PROVIDE #6 VERT. BARS, / �6» I (MAX) PROVIDE PROVDIDE #3V11ES BARS, # 3 112" BRICK AND GUTTER JOINT FILLER 15.00/ PROVIDE 3 TIES AT 3' 2.09_ i 8.33q MAX O.C. AT TOP, REMAINDER O.C. AT TOP, REMAINDER WEEP HOLES COMPACTED SAND 8.33% (_ MAX #3 TIES AT 12" O.C. `� ° � #3 TIES AT 12" O.C. , 2.09 - _-----. SECTION E—E 30" DIA. FOR CONDUIT CONDUIT 18" DI A. FOR 6"0 PVC — i EQUIVALENT TO POLE TYPE 'A'y POLE TYPE 'B' SLEEVE -------� SURFACE IN PLACE 6" CEMENT CONCRETE SEE PAVER WALK ATI BASE DETAIL POLE BASE DETAIL HANDRAIL AND ° PA VEMEN T FOR DRI VEWA YS DRl VEWA YS DETAIL POLE _ (Sidewalk Away From Curb) TYPE 'A' FIXTURE TYPE 'B' FIXTURE ANCHOR DETAIL s� ° NO SCALE NO SCALE NO SCALE NO SCALE E��zk � - DEPRESSED CURB 1/2" PREFORMED -6 AND GUTTER `JOINT FILLER MAN. 15 00% (MAX) — — — — — CAMERA POLE MAST ARM 2 09 _ HANDHOLE Z 0� MOUNTING lazz -__ BOLTS AND MODIFIED CURB RAMP ---------- _ BASE COVER LAYOUT PER EQUIVALENT TO CONC. BASE WITH 1" MANUFACTURERS TYPE °N• --- - TEMPLATE SURFACE IN PLACE CHAMFER: PROVIDE VERY NO SCALE t_-SEE PAVER WALK AT GROUT BASE DRIVEWAYS DETAIL HIGH QUALITY SMOOTH FINISH Next To Curb) FINISH GRADE TRAFFIC SIGNAL SIDEWALK 50:1 3'-0 CURB MAINLINE PAVEMENT SIDEWALK 6'-0 5'-0" 6'-0 SIDEWALK (Sidewalk MAST ARM MAX. CROSS SLOP GUTTER 12:1 SLOPE MAX. MIN. 12:1 SLOPE MAX. NO SCALE 4" I J'-4 4" SECTIONS AT DRIVEWAYS #6 AWG GROUND WIRE - _ r w TWIN LIGHT BRACKET r.. w 3 1/2" ' o FLUSH U � " RECEPTACLE BRICK 6 BRICK 6" CONCRETE 3 112" COMPACTED SAND 4"x8"x3 1/8" PAVERS GROUND ROD WEEP HOLES COMPACTED SAND CONCRETE FOR SEE PLAN FOR PATTERN 1/2" DEPTH JOINT SEALANT ON 1/2" NEW 1" BITUMINOUS THICK EXPANSION JOINT MATERIAL PROVIDE #6 VERT. BARS, � EYEBOLT ° SEC710N C—C DRIVES 6' 1" SAND PAVER SETTING rlD SURFACE COURSE - SECTION F-F (11B) PROVIDE #3 TIES AT 3" °' o rc O.C. AT TOP, REMAINDER D D 4" (TYP.) 5'- 0" (TYP.) - EXISTING #3 TIES AT 12" O.C. , 4,p Mme, C C VARIES 6" 4'-0" 6" PAVEMENT CONDUIT SURFACE 24" DIA. FOR LK�- A SLOPE 1 4' , FOOT W/ i POLE TYPE C Z 0— y ,1M Y STRIP (�2 Mix.) GU�ER T AIL DE z: MATERIAL � --- ___---- -- -- -- --- -- :: -�---- � _ POLE BASE �_, D�LIT VARIES (SEE _ -- — 1 — TYPE 'C' FIXTURE LIGHT POLE TYPE 'A' 4 6'-0 5'-° 6'-° FILL WITH CONCRETE FILL AS T COMPACTED REQ'D FOR DRIVE NO SCALE MOUNTING CONCRETE 6" CONCRETE SLAB CONSTRUCTION ACCESSORY 4" MIN. COMPACTED SUBGRADE AGGREGATE BASE WEEPHOLES CONCRETE FOR HEIGHT DETAIL MODIFIED CURB RAMP MODIFIED CURB RAM C� 16" O.C. DRIVES 6" NO SCALE TYPE 'O° TYPE •K PAVER WALK AT DRIVEWAYS NO SCALE NO TE.' IN A NO SCALE BRICKS TO BE INSTALLED NO SCALE PATTERN TYPICAL WITH ALL RAMPS ALONG E. CARMEL DRIVE. ------------- ----- ---- — ,, NOTE.• O ? JOINTS SHALL BE CUT ? �" rY WITH A JOINTER HAVING A Cr_ W � RADIUS OF 1 4" AND FILLED �, ~4S•� W o � WITH JOINT FILLER. oc CZ FIXT. CL � N `o Q \ POLE 6'-0" BETWEEN TRANSVERSE JOINTS LIGHT FIXTURE SCHEDULE EYE BOLTS N0. OF LAMP TYPE VOLTS MOUNTING FlxT. RECEPTACLE TYPE MANUFACTURER LAMPS 90' 48' BETWEEN EXPANSION JOINTS MAX. FIXTURE - LUMEC #2-Z25-175MH-TYPE 2-120-M10-TWIN (STERNER, BEACON APPROVED EQUAL) ( ) _ PO - UNION METAL #50611-FLUTED/726 WITH BLK. CJLB-25' (VERIFY WITH A & F) UPPER MAST ARM. LOWER MAST ARM 25', 35', 40', 45'. (SEE SIGNAL PLANS). VALMONT APPROVED EQUAL. ROUND TYPICAL INTERSECTION MAST 1 FLUTED (12 FLAT FLUTED STEEL POLE, 36' TALL WITH TWIN BRACKET LIGHTS AT +15'-0". TRAFFIC - SIGNAL MAST ARM ATTACHES TO POLE AT 17'-0" WITH HANDHOLE ON OPPOSITE SIDE. 25' CAMERA 1-EA. 175 WATT 120 36' POLE ARM ORIENTATION PLAN A' MAST ARM ATTACHES TO POLE AT 1' FROM TOP. CROSSARM LIGHT BRACKET SHALL FACE THE (2 FIXT.) METAL HALIDE PAVEMENT OR TOPSOIL (6") INTERSECTION AT 45 DEGREES FROM THE LOWER MAST ARM. PROVED A FLUSH MOUNTED WEATHERPROOF, CONCRETE SIDEWALK GFI SINGLE RECEPTACLE 6" BELOW THE LIGHTING BRACKET AND ON OPPOSITE SIDE FROM INTERSECTION. NO SCALE LIGHT FIXTURES TO BE ACRYLIC ACORN WITH TOP FINIAL AND INTERIOR UPPER REFLECTOR. ' PROVIDE DECORATIVE BASE, TOP AND ACCENT PIECES TO MATCH EXISTING ERA STYLE LIGHT POLES ON NO SCALE + + + + + + + MAIN STREET. ALL METAL SURFACES FINISH URETHANE POLYESTER POWDER. SATIN BLACK. + + + + + + + + + + + + + COMPACTED SAND ' ++++++i+++++1++ + + + + FIXTURE & POLE - LUMEC #Z25-175MH-TYPE 2-120-RS-53-15' BLK. (STERNER, BEACON APPROVED 6" TOPSOIL OR B-BORROW BACKFILL ++;+;+;+;+,+.+, EQUAL) ROUND FLUTED (12 FLAT FLUTED) STEEL POLE, 15' TALL WITH SINGLE POST-TO LIGHT. PROVIDE 175 WATT 26 ,`+'+++++++++ A FLUSH MOUNTED WEATHERPROOF, GFI SINGLE RECEPTACLE 6" FROM TOP OF POLE AND OPPOSITE 1 120 15' POLE 25' +%+++ ++++++% B' STREET SIDE OF POLE. LIGHT FIXTURES TO BE ACRYLIC ACORN WITH TOP FINIAL AND INTERIOR UPPER METAL HALIDE - A - 5' 1" RGS CONDUIT l'+%++%'+++'+ — _ ++++%%++%l REFLECTOR. PROVIDE DECORATIVE BASE AND ACCENT PIECES TO MATCH EXISTING ERA STYLE LIGHT a _—=-_ ----- _ '1 + J" MAX POLES ON MAIN STREET. ALL METAL SURFACES FINISH URETHANE POLYESTER POWDER. SATIN BLACK. T FIXTURE - (UPPER) LUMEC #250MH-JLT-I0-LMS-SE-CJ18-120 (STERNER, BEACON APPROVED EQUAL) o Tn `" (LOWER) LUMEC #Z25-175MH-M10-TYPE 2-120-1-BLK 1-UPPER 250 WATT --- _ SAND OR B-BORROW `"'�' � - UNION METAL #50611-FLUTED/726/CJLB-BLK ROUND FLUTED (12 FLAT FLUTED) STEEL POLE, 30' METAL HALIDE WII�TH I �r-6" (TYP.) BACKFILL BEDDING TO __ _ i C� TALL WITH 8' EXTENSION ARM TO ATTACH TOP FIXTURE AT 35' LOWER FIXTURE TO MOUNT AT +15'. 120 30' POLE E. N VARIES /T PROVIDE A FLUSH MOUNTED WEATHERPROOF, GFI SINGLE RECEPTACLE 6" BELOW FIXTURE AND OPPOSITE 175 WATT ° S VEL CONDO ` T o DETAIL __yT' N LE W WAY A 6 MlN R 0_ _A D ° 12" MAX LIGHET POLES ON MAN STREET. ALL METAL SURFACES FINISH EURETHANE POLYESTER POWDER. SATIN 1 LOWER METAL HALIDE CAF D PLAN SECTION A-A BLACK. Q_j DUCT DETAIL NOTES 19700381 Nil, , X�0 CARMEL DRIVE WEST y Y X Q 01 1 NO SCALE 1. POLES 'A', 'B' AND 'C' SHALL BE PROVIDED WITH (2) 1" STAINLESS 304, EYEBOLTS WITH �18 THREAD, o STATE OF �4, -j�c»� D'w CURB ISLAND DETAIL RIVNUT AND LOCKNUT. MOUNT AT 13'-6" AND PARALLEL WITH ADJACENT ROAD(S). ���������� :r ����� U F AND I ANP Ur�i lopmr ut ('on�ulttwt,, NO SCALE 2. POLES 'B' AND 'C' SHALL BE PROVIDED WITH ONE MANUFACTURER PROVIDED ALUMINUM CROSSARM (1" �S�ONAL ��� � � �� ��. 03-01 r���hff RH ! , ��� TEN n , ., r ,n 0 a O.D.). CROSSARM TO BE MOUNTED 1'-0" BELOW TOP OF '8' POLE AND 1'-0" BELOW LOWER RIGHT 1T 27 z NOTE: MATERIAL AND WORK SHALL BE PAID FIXTURE ON 'C' POLE. EACH CROSSARM SHALL RUN PERPENDICULAR TO DIRECTION OF ADJACENT ROAD. JUNE 13, 2003 `i GJ TEN v�> w W Li FOR UNDER STRAIGHT CONCRETE CURB. cl ;0< L Cl- uj Ld Lj wo � U��f PAVEMENT QUANTITIES AND APPROACH TABLE ° z z O Y m� z w (n (n t� (!1 (� (n m m m O U w to D w rn U U ° � � � w - ww >Ocn � O w � � O Y OQ � O wl O `n 0 Ln O un 0 L NOS :D m a z _ mz � wpw `n 0ww z ,- U' aw COMMON � 0 -> > w w ? � ? ° � Zw Zw ? ,�, ? w m 0 0 � = = v � � w Y Q Q a z DESCRIPTION l - > = o z w a ° w : m om � z 0 � o 12 c, � N � 0 O w v w � cn w a > O O w w w °> °>- o z ° w m z� U c�w a EXCAVATION w - ° z > > > > m a a a Q z Q w m V) Q Y Y Y 0 w REMARKS LOCATION (APPROACH TYPE Q U � O Q 3 Ym U � ww waw F- V) co � m F- m m m � � Y w m Qw � w � w mU mU mU ° ►- J m z � U ° m�0 zuj U ° Q � m ° � -' m m m m m m � uj m ° � � � z 0- �`' m � � � � � � � � L O Q OR CLASS Qm �xm w > ? w - m V) �- � Q z O w - m - m - m - N DEPTH m a m °0 LB/SYD m a ,- Z a ~ z U ° Z ° U ° v ° �'' 0 4" a m ° CUT FILL N 140 300 385 275 715 440 ou ou o m � � FEET FEET FEET FEET TON TON SYS SYS CYS CYS SYS LFT SYS TON TON TON TON TON TON TON TON LFT LFT LFT SYS SIFT SIFT SIFT SYS MG CARMEL DRIVE MAINLINE 4141 2874 1645 6275 665 470 540 738 635 812 578 323 927 8 2202 150 1362 1280 818 1575 210 2360 10 16+19 RT. I CLASS III 33.4 22 25/25 9.9 8.8 39.7 17+35 LT. CLASS III 31.4 26.3 25/25 15.1 12.1 36.0 18+23 LT. CLASS 1 20 19.5 20/20 11.5 6.0 15.5 19+64 RT. CLASS 111 30 27.5 20/20 19.5 15.3 18.9 21+32 RT. CLASS III 26.5 10.5 10/8 2.5 0 12.6 I - 22+80 LT. I CLASS III 31 18 15/20 4 7.7 29.2 22+97 RT. CLASS Iii 24.5 21.5 20/12 5.5 2.5 26.4 24+25 LT. CLASS III 25.5 27 20/20 11 6.6 30.1 24+30 RT. CLASS 111 30.5 14 15/15 0 12.8 32.0 24+88 RT. CLASS III 24 12.5 15,/15 0 3.3 30.1 - 26+75 RT. CLASS 1 17 14 10/15 0 22 22.0 27+66 RT. CLASS 111 25.5 14 20/10 0 3.1 31.3 28+27 LT. CLASS 111 31 14 15/10 0 0 36.6 29+47 LT. CLASS III 20.5 14 10/10 0 0 24.2 30+22 RT. CLASS 111 39.5 14 30/30 0 0 53.3 30+45 LT. CLASS 111 23 13.5 10/10 0 0 25.7 31+45 RT. CLASS 111 33.5 14 20/12 0 0 37.0 31+56 LT. CLASS III 47 22.5 20/20 8.5 9.8 53.8 32+35 RT. CLASS 111 32 12.5 10/10 0 0 27.8 33+02 RT. CLASS III 29.5 9.5 10/10 0 0 15.7 - - - _ --- - - - - 33+73 LT. CLASS III 31.5 17.0 15/15 0 0 37.0 34+00 RT. CLASS III 35 1 8.5 8/7 2 0 12.8 3RD AVE. SW MAINLINE - 293 22 67 140 178 128 71 203- - 2 425 55 - - 590 - 2 - - - - 71+36 RT. CLASS III 28.5 23 15/15 18 0 305 TOTALS 90 952 4141 3167 1667 6275 665 470 540 805 775 990 706 394 1130 10 2627 150 1417 1280 818 1575 210 2950 12 z Q y I o 3O GE T"R o o� PAVEMENT QUANTITY TABLES r1a d � %~ ** BITUMINOUS MIXTURE FOR APPROACHES SHALL CONSIST OF Q J Z X`sD II 110#/SYD. BITUMINOUS SURFACE #12 ON 330#/SYD. x�°z BITUMINOUS BINDER #8 OR #9. 19700381 CARMEL DRIVE WEST a a O O STATE OF w e IND I ANP 1'ran,pu t ttion o ZQ S��NAL RH TEN f V Ut�elupli nt 03-01 (unsnLlanl� �; r.� I ' .r i of hi Z 15 27 w Lj Sz JUNE 13, 2003 <��I� GJI TEN wLwwo -- -- ly X D ELLS STRUCTURES 1 THRU 9 NOT USED DATA * IF CONTRACTOR ELECTS TO USE METAL PIPE, W SED. TRUCTURE HOWN BELO ARE TO BE U S THICKNESS AS S TH LOCATION DESCRIPTION ELEVATION 3: THICKNESS cn o O w z w " w = J o J -1 - F- U Z o U p W N ►- � w w NEENAH w F- F:D- m cn SIZE o- z UP DOWN Y F_ o Y w �; o w U '- z U' REMARKS LL_ w RIM U W m � U w Z N z Q a- CASTINGS Z o STATION ,1, 0 0 o TYPE w STREAM STREAM a 7 o a J o o f � o -J - m L CO N Q w L.J U U C U cn INCHES LIN. FT. ELEV. ELEV. ELEV. CYS INCH INCH SYS LBS CYS EA. TYPE 1 16+16 'A' X - EXISTING SANITARY MANHOLE 829.33 ADJUST CASTING TO GRADE 2 16+92 'A' X 18 INLET TYPE 'M' 13 830.25 826.11 826.05 1.6 R-3287-10V 4 3 16+90 'A' X 24 PIPE 10 - 826.40 826.35 1 - 4 4 17+00 'A' X 24 STORM MANHOLE 219 831.00 826.05 824.96 29.5 R-1714 8 5 17+07 A X - EXISTING PIPE - - - -- - - - REMOVE PIPE AND (2) END SECTION 6 18+08 A X - EXISTING PIPE - - - - -- -- -- REMOVE PIPE AND (1) END SECTION 7 DELETED - 8 19+19 'A' X 24 STORM MANHOLE 88 829.06 824.96 824.52 31.4 R-3015 12 9 19+39 'A' X - EXISTING PIPE - - REMOVE PIPE AND (1) END SECTION 10 19+80 'A' X - EXISTING SANITARY MANHOLE 829.11 ADJUST CASTING TO GRADE 11 19+89 'A' X - EXISTING INLET REMOVE INLET AND PIPE 12 20+05 'A' X 24 STORM MANHOLE 94 828.90 824.52 824.05 20.8 R-3015 13 13 20+91 'A' X 24 STORM MANHOLE 132 828.89 824.05 823.41 39.6 R-3015 31 14 15+70 'A' X 15 INLET TYPE 'E' 122 829.50 827.00 826.39 15.8 R-4215-C 18 15 15+96 'A' X EXISTING PIPE REMOVE PIPE 16 16+15 'A' X EXISTING SANITARY MANHOLE 830.60 ADJUST CASTING TO GRADE 17 17+00 'A' X 12 INLET TYPE 'E' 19 828.50 826.75 826.65 0.9 R-4215-C 18 18 16+92 'A' X 18 INLET TYPE 'M' 56 830.12 826.39 826.11 15.6 R-3287-10V 2 19 18+94 'A' X EXISTING PIPE REMOVE PIPE 20 19+28 'A' X 18 INLET TYPE 'M' 72 828.99 825.50 825.14 17.0 R-3287-10V 8 21 19+40 'A' X 18 INLET TYPE 'E' 18 828.50 825.93 825.84 R-4215-C 20 22 19+74 'A' X EXISTING SANITARY MANHOLE 829.05 ADJUST CASTING TO GRADE 23 20+00 'A' X 15 INLET TYPE 'E' 59 828.50 826.23 825.93 5.9 R-4215-C 21 24 2.0+05 'A' X 15 INLET TYPE 'J' 14 828.80 826.30 826.23 2.4 R-3287-10V 23 25 19+99 'A' X EXISTING PIPE REMOVE PIPE 26 20+50 'A' X 6 PIPE 53 - 827.11 826.84 REGRADE DETENTION TO PIPE 27 20+85 'A' X EXISTING PIPE REMOVE PIPE 28 21+03 'A' X EXISTING INLET REMOVE INLET AND PIPE 29 21+86 'A' X EXISTING SANITARY MANHOLE 830.38 ADJUST CASTING TO GRADE 30 21+97 'A' X EXISTING INLET REMOVE INLET AND PIPE 31 22+12 'A' X 24 STORM MANHOLE 116 828.92 823.41 822.95 28.0 R-1714 35 32 22+95 'A' X 6 INLET TYPE 'J' 30 829.50 828.00 827.70 0.2 R-3287-1OV 35 33 22+95 'A' X EXISTING INLET REMOVE INLET AND PIPE 34 23+04 'A' X EXISTING SANITARY MANHOLE 830.43 ADJUST CASTING TO GRADE 35 23+23 'A' X 24 STORM MANHOLE 45 830.50 822.95 822.77 20.9 CONNECT TO EXISTING 66" CMP 36 23+46 'A' X EXISTING TELEPHONE MANHOLE 831.25 ADJUST CASTING TO GRADE 37 23+99 'A' X EXISTING SANITARY MANHOLE 830.70 ADJUST CASTING TO GRADE 38 21+10 'A' X EXISTING PIPE - REMOVE PIPE AND (2) END SECTIONS 39 22+20 'A' X 15 INLET TYPE 'E' 95 828.40 826.50 825.08 15.6 R-4215-C 31 39A 22+40 'A' X EXISTING TRAFFIC MANHOLE 830.15 ADJUST CASTING TO GRADE 40 23+23 'A' X 18 PIPE 16.5 - 825.86 825.74 1 EXTEND OFF EXISTING PIPE 40A 23+61 'A' X EXISTING TRAFFIC MANHOLE 830.70 ADJUST GRADE TO CASTING 41 24+66 'A' X EXISTING INLET GRADE AREA TO DRAIN 42 25+80 'A' X EXISTING INLET GRADE AREA TO DRAIN 43 26+21 'A' X EXISTING SANITARY MANHOLE 829.65 ADJUST CASTING TO GRADE 44 27+99 'A' X EXISTING SANITARY MANHOLE 829.35 ADJUST CASTING TO GRADE 45 28+15 'A' X 15 INLET TYPE 'B' 13.5 828.77 825.47 825.40 2.4 R-3287-15 46 46 28+15 'A' X 24 INLET TYPE 'E' 8 828.80 825.32 - 1.8 R-1878-A8G CONNECT TO EXISTING PIPE 47 28+61 'A' X EXISTING SANITARY MANHOLE 828.81 ADJUST CASTING TO GRADE 48 29+97 'A' X EXISTING SANITARY MANHOLE 830.47 ADJUST CASTING TO GRADE 49 31+61 'A' X EXISTING SANITARY MANHOLE 829.80 ADJUST CASTING TO GRADE 50 27+00 'A' X 24 INLET TYPE 'F' 20 828.75 825.97 825.89 R-1878-A8L CONNECT TO EXISTING PIPE 51 27+00 'A' X 15 INLET TYPE 'M' 15 829.25 826.14 825.97 1.0 R-3287-10V 50 52 27+08 'A' X 15 PIPE - 8 - 826.00 825.97 - - 1 - 50 53 27+44 'A' X EXISTING PIPE - REMOVE PIPE AND (1) END SECTION 54 27+66 'A' X 15 PIPE 35 - 826.30 826.16 2.3 2 55 28+15 'A' X 15 INLET TYPE 'B' 120 828.77 826.50 826.14 6.6 R-3287-15 51 55A 33+16 'A' X EXISTING SANITARY MANHOLE 842.01 ADJUST CASTING TO GRADE 56 32+85 'A' X EXISTING INLET 840.38 ADJUST CASTING TO GRADE 57 33+31 'A' X EXISTING STORM MANHOLE 842.81 ADJUST CASTING TO GRADE 58 DELETED 59 70+65 'C' X 18 INLET TYPE 'E' 27 828.50 826.30 826.15 2.1 R-4215-C 8 60 71+39 'C' X EXISTING INLET REMOVE INLET AND PIPE 61 71+65 'C' X 12 INLET TYPE 'J' 12 828.87 826.91 826.85 1.0 R-3287-10V 63 62 71+54 'C' X EXISTING SANITARY MAN_HOLE 829.60 ADJUST CASTING TO GRADE 63 71+65 'C' X 18 STORM MANHOLE 110 829.75 826.85 826.30 14.8 R-1714 59 64 72+68 'C' X 18 STORM MANHOLE 100 830.45 827.35 826.85 16.1 R-1714 63 65 72+68 'C' X EXISTING INLET REMOVE INLET AND PIPE 66 72+68 'C' X 12 INLET TYPE 'J' 11 829.63 827.40 827.35 0.9 R-3287 10V 64 67 72+88 'C' X 15 EXISTING INLET 22 - 827.85 827.74 2.8 64 REMOVE EXISTING PIPE AND RECONNECT TO NEW STORM MANHOLE co E. N D p A TA TABLE S TRUCTURE 3 Q a�_ NOTE: SEE CURB DETAILS FOR LOCATION (`j x OF RIM ELEVATIONS FOR INLETS. I 19700381 X�QZ AR M EL DRIVE WEST muj � n O STATE OF .. .. SSA i AN 03-01 RH TEN rrE„ �rcar���, h F P DIn itnenl ('ou�ul�iut Q ON AL Z0- �Zrw o Z Z JUNE 13, 2.003 Gil TEN 16 27 Of��Jry X--DoL:� CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 70 ' 610 50 40 30 20 1 13 20 30 40 50 60 70 i i fi ! 8 .--_ -- - �- .._- - - --� ----- -- - --- - - - -- -- --- , j ORIGINAL EL 830,.44 17 - +4.2� DESIGN E =830. 2 17 rr Co �3�- --- 1 I 35.17 i 35.17 I CONC. � � CONC. _DR.--- LT. - 825 EL.=825.87 I j I ; I j ORIGINAL L 830;.54 �-- -- _ -- DESIGN E =830.69 17 Q _ 7 - . a 0 0 I (A-00811 ALL) 0 0 S N0. 4 , 18"0 RCP 0.50% 18 RCP ® 0.50% ! SIR. N0. 17 j 12° RCP d.5 _ 82�-------�---- - ------ --- _- ---_ � - ------- ---- ----- - --- -- EL.- 26.11 EL-826. 1 _ L.-826.39 EL.=826 3926.65 ' EL=826.75 • -� - -- EL.=826.0 STR. N0. 2 Vc= 1 .91 Vf= 2:93 j EL=826.0 0 +92 TR. NQ. 18 0 +92 ; T' -- ORIGINAL L =830.8 16 DESIGN E `830�93 'I 16 + \ N �-In 09 Ac= 4.75 Af--14. � I! ---- - -- -- 2 L�_ - - - - - ---- ------- - -- - - - - - - - ---- EL 826.60 -- i 16 ORIGINAL L 830.98 16 + _ DESIGN E =831 .081 + 19.01 I o 19.01 --- -- _��Q- -- -- - � CONC. CONC. DR. RT. i DR. RT. --- ---� - - -- _ ------- - - --- - - - - t L=826.75 i ORIGINAL L =831!.08 6 ESIGN E =831 .....1 Q 6 00 - - - - -�- 00 Ac= 4.28 Af= .8� _ 2�- ------ ----------- -- --- - - _ _ V = 4 f -� EL=826.85' Li Z w - -�3 5--- ----- _ - f 1 5 � ORIGINAL L =831.31 5 + ESIGN E =831 . + 70 --� 70 " 9 3Q---�------ - - ------ J 3 Ac= 3.75 Af= .4$ sTR. No. 4 W ° f Vc= D.00 Vf= .0d 8?5 BACK- ---- -- - --- - - - - _ 82.5 Ac= .00 Af'= .00 EL=827.00 L,JW z LJ O W Vc= .00 Vf= ).00 �w�Qz Ld�LJZ% 70 60 50 40 30 20 1 1 20 30 0 50 60 70 W W W W D W U�QL JW LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARAMEL FISCAL YEAR SHEET N0. TOTAL SHEETS REGION NO. PROJECT N0. IN 03-01 17 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 7�0 60 50 40 30 20 13 10 20 30 40 50 60 70 ORIGINAL EL 829,.82 $54----- - --- --------------- -- - DESIGN E =829.73 -- q - -Uo+o 00 ', 18 0 RCP STIR. NO. 8 18"0 RC ® 0.50 0050% EL=82 .14 Vc=131 .61 V�f= 1 :19 E =825.93 EL 825.93 EL 824.96 STR. 0. 20 0 +23 ORIGINAL L =829,.98 18 - __ __ __ - D :-'SIGN E =829.94 �18 ad 55 - __ 55 AHEAD AHEAD -- -$25 Ac- 3.74 af= 4 � � _ _ _ -- -- ---- - -- ------- EL=825.30 ORIGINAL L 829.98 D SIGN E 82,9,94 --� ---- ---------- - -- --- - _ °O U55 BACK -5 ---- --- - - ------ - --- _ - Ac- 5.10 f=237.184 - BACK -- ---- _ j Vc- 7.62 Vf= 5,96 EL 825.30 I 3�.- --- t ---- ---- - - ORIGINAL L '=830.1? - - - DESIGN E -830.1 _8 � -- -- - - 5.0% Cd 23.27 23.27 i CONC. I - - - - CONC. DR. LT. j DR. LT. EL.=825.43 $3�--- - - I ORIGINAL L =830.21 -- -j DESIGN E =8301. 1 a � Q _-l ------ -- ------ -- ------ - i 00 00 $ j Ac= 1 .65 Alf= 6;74 ---- ------- --- ----- --- c= -- T ' EL.=825. 5 z ------------ -- -- - -- ---- ------- --- ORIGINAL L =830'.40 Ln ° 17 - - - - _ DESIGN E =830.4 5 u 17 -� - - -- - - - - --_- -- - - -- -- - - -- ---BQ- - J g�,J 50 50 E Z Q(V� o ° Ac= 0.66 Af=14.75 Z � .. .. �2 5 - --- --- c= _ -- �-- - E =825.80 ooc WZ� U r w ww�� �Un< J��wo 70 60 50 40 30 20 1 1 20 30 0 50 60 70 ��_J� X-D oE2 LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION NO. PROJECT N0. IN 03-01 18 1 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 6l0 50 1 40 30 20 1 1 20 30 0 50 60 � 70 I I I I ORIGINAL L =829.93 t DESIGN EL. 829.99 31 .53 - � �- -- 31..53 --NC. --_82-5- --- -- - - - -- ------ .- - - ----- --------- --- - - ONC. DR. R T. __ 2- - _5 DR. RT. EL=8 23.89 83 11:5 ! ORIGINAL EL =829.82 DESIGN EL =829.81 _ - CO+DO 00 STR NO. 13 _ - 1 --- - - --- ------- - - -- - - --- - ----- -------- -- -- -- - - - --- -__ 2-�_ Vc= 4.68 Vf= 9.65 - ----- -- ------ EL= 24.05 ORIGINAL L 829.63 - --- -- -3 Q--- - -- - _- _ DESIGN E =829.49 2 0 - -- - - - - - - - - - - - - _ - -- ------ - --- --- - __ Co 30 30 _- - - - - - _ _�2 ----------- - A H E-AD ----- - Vc= .00 Vf= .00 AHEAD EL=824.4 ORIGINAL L =829.63 DESIGN E =829.49 20 - - - - - - - -� 20. 30 ! + I ' i 30 BACK --- -- ----- ------ - ---- -- - - Vc=1 --- 1 . 66 Vf�10 1 ;• fi l � BACK EL.=824.4 ORIGINAL L `829.6$ DESIGN E 829.45 CN 00 - 5 LET of 6"0 uo+o __ STR. NO. 23 H PE ®'0.50 STR. 0. 12 -- ------- �- -- r. -- - --�--------- --- -- --- ® +0 _ -- - - �_ EL.= 26.84 -- ---- - Vc=1 3.70 W-6.32 EL.= 24.52 \-EL.=826-23 j I I ORIGINAL L =829.80 - --! --- ------ ------ -- DESIGN E 829 7 19 1.0% 19 + � SEE 3RD AVE. CROSS SECTIONS - � 64.44 64.44 Ac=l 19.66 825 Af 3RD AV Vc=1 3.24 Vf'= .89 S.W. �L=826.05 C O N C. L=824.73 D R R T. W 0 ---- 5---I - --------- --------- ---- - -- - - - Ln N ORIGINAL L =829.80 € -- - -- DESIGN E =829.55 ' urc) CD W 19 ___ � - + - - - - - --_ - - 19 CLI�? 4O S E 3RD AVE. CROSS SECTIONS O �u Z. + I 0 0� ---STR. 0. 21 40 - - Vc=141 .21 Vf- 0 57 EL=825.93 LLJ Wza Z r w E =824.86 w EL.=8 5.93 ��oQz IaWu Z- 70 6�0 50 40 30 20 1 1 20 x ��J� -- - 30 0 50 60 70 XUo�C -- 1 -- - LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION NO. PROJECT NO. IN 03-01 19 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 7j0 60 50 40 30 20 1 1 20 :1 30 -- --- - 0 50 60 70 ORIGINAL EL =832.27 DESIGN E 831 ,0 I - STR. NO. 35 T - 2-� - - -- ---- -- -------- ---- STR. N0. 40 REMOVE 17 LIFT OF 0 +23 25 EXIS11 413 PIPE Ll - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ___ - 25' - F - 18"0 RCP ® 0.74% EXISTING 18" CMP - - - 1 "� RCP 4% - - - - - - - - - - - - - - - - - - - Ac=1 2.50 Af= 6.25 EL.= 25.74 EL825.8 EL=825.20 VC=2 5.83 V'f=1 10.51 - Q -- - -------- --------- - EL-822.95 I ORIGINAL EL 831.36 DESIGN E =830.92 22 - - - - - -- - -3.1% 22 9725 - -.---+- 97.25 CONC. CONC. ORIGINAL EL =831 08 EL.=82307 22 DESIGN E =830.82 I - CD- _30- - ----- -- --------- ---_-- - -------- -- --- -4.9% - - - - -- - N+ 22 79.66 - -- -- -- - - i 79.66 CON C. CONC. 2 5 D R LT.. -- - ------ --- -- - EL.=82 .14 ORIGINAL EL =830.64 ---- DESIGN E X830'0 66 Co o - --- ------- t =_ CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 70 j 60 50 40 30 20 1 1 20 30 0 50 60 70 1 � � i I ORIGINAL L !=831 90 DESIGN E 830.98 24 - - - -- - 24. - - 88.1 88.1 CON C. CONC. 82.5- - _24' CMP 24" CMP EL-825. 0 I EI_.=823.71 - -T-- - ---- ------- -- ----- - -- ------ I ----- --- - -__ --- ORIGINAL L =832.19 ESIGN E =831 .13 24 24 JU Ac=1 9.69 Af= .36 Vc=2 7.92 Vf= 8'.15 (� 1 2 - -- -- - ----- - -- --- ---- --------- - - - X25 --- - � � 18" CP�4P V2z" CMP E . $25.36 EL.=823.58 - ORIGINAL L =832.3 DESIGN E -$31 .1 24 - - - - - -- - - -' - +0:3% 4 - - _ �3 -- i CON C. CON C. DR. RT. i (� 92,17 DR. RT. !------ -- -825----- ---- -- - - ----------- --- - - - 4° CMP 18" CMP L.=$25.30 - EL.=823.57 ----- - -- �5 5 L - - - ---- -- --- -- -- -- --- ORIGINAL L =832.37 ESI GN E =831 1 24 - -- - - - - - - - �-- - � - 24 1 -o s - + - - +T5% -2 �- - -- -- - ---- I I CONC. i CONC. DR. RT. ( 1 DR. RT. --8c �T. -�_8� -- --- - -- - ---- ( 1 -- - -- --- ---- --8 LT. / - 18" CMP 4„ CMP EL.=823.57 L.=825.27 ------- --�------ ORIGINAL L - DESIGN E -831....,. 1 �_3Q- 24 24 + Ac=1 8.06 A,f= 9.24 0 Vc=301 .59 Vf= 7,37 ' \ f ti� 00 z 18 CMP Co EI_.-823.56 18 DEEP REVETMENT IPRAp CD _ N GEOTEXTILE FABRIC -� -- -- -- -- ------- �- --- - ORIGINAL L 832.28 o a ESIGN E =831 .1 N23 - - - - - - - - - - - - - --� - - - - -- - _ - - 23 _ +2.0% +2.0% - T -� T - -�- M -_. 0_ O ___�.___..--_..__-_-_ _ __._-.._- ____�.__- o � U Ld C)z M0N0N li r - I - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .Q+9 � � _ - - - - _ _ -- - - - - - - � MONON Ac=161 .91 Af TRAIL , Vc=1 2.45 Vf=15.08 TRAIL z L ------ . X25- --�------ --- -- - J -- - - i Q ! I I EXISTING 66" CMP Cn u � - ��rw - --Lj A A 1) w 5i0 40 EL-82 .77 30 20 1 1 20 30 0 50 60 70 �Cn 7 0 610 +72 Xo L - - - I ---------- ! ---------1-----------L 1 - - -- - 1 LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION NO. PROJECT NO. IN 03-01 21 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet Q HORIZ. 1 inch = 5 feet - 70 --T-- 60 50 40 30 20 10 1 20 30 40 50 60 70 ORIGINAL E L =829.33 �--- ---- ------- - ---- - - -- ----- ----- __ DESIGN E =829.. 3 27 - - - - __ - - - t - 00 STIR. 0. 51 `- -- + 5" RCP ® 1.1 '� 00' 1 STR. N . 50 EL.- 826.14 L=825.97 24" CMP Vc-=12.99 Vf-=80.13 EL.=824.75L 825.97 8 3f ----- -�3 5 ---- ORIGINAL L 829.4 _ �----- - - - -_ DESIGN E X829. 8 74.94 - -- -- - - - _ - 74.94 _ CON C.- --82� -- -- - -- - - DR. RT. _ ` - --- - - - _ X25 - --CONC. DR. RT. � 24" CM F � 24" CMP- -- -- -- -- --- -�---------- ------- ----- -- EL._.==824.63 EL=826.26 ORIGINAL L 829.6 ------ ------ DESIGN E =830.02 U5O -------- - - X25----- -� ------ - --------- --- _ Af 825 .4" CMP Vc=16.30 V'f� 5;52 24 CMP EL.=824.51 EL.=826.15 ORIGINAL L =830.1 - 26 --- DESIGN E 830 CN 26 10 �_ - _- __ - - - - - -- j - - AHEAD Ac= 3.76 Af= 1 .11 AHEAD f c= -_--_ 24" CMP 24" CMP EL;=825.95 EL.=824.26 -- �3 5- - --- -------- - ---- - T -- 5 ' ORIGINAL L 830.1 U5+O 26 DESIGN E =8�0' 6 26 nn N 10 BACK ' _ _ ` BACK c- Af 03 - c_ - -- 24" CMP 24" CMP EL.=825.95 EL.=824.26 ORIGINAL L 831.0 DESIGN E =8301. 1 25 - - -- - .-- � - ------ --- - - - - - - - �I __ 25. 50 ____ 50 CV AC= 3.27 Aft15 50 ---- -- 1 LL� ✓J� S R. N0. 42 Ca +80 24" CMP W EL.=824.02 o W. -- - ----- - - -- 1 - -- - �I ORIGINAL L =831 77 DESIGN E =830.91 , 25 25 o ---� 8 30 - ---------- - --- �-- -`- - w � 00 -- rt �� ! 00 ° i Ac=1 4.95 Af== .6 X + Vc=2 8.00 Vf=12.94 Q � - --- - ZO - zrw 24" CMP �Li 0<, 24" CMP EL.=825. 4 Li 24" 710 60 50 EL.=823.77 40 30 20 1 1 20 30 0 50 60 70 irvi�Jo LEVEL BOOK N0. FILE FEDERAL ROAD REGION N0. STATE PR O 0ARIAJECT EL FISCAL YEAR SHEET N0. TOTAL SHEETS N0. IN 03-01 22 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 70 60 50 40 30 20 13 C, 10 20 30 40 50 60 70 I I I i I ORIGINAL EL 829.57 --- 1 ---- --- - - - - - - DESIGN E =829.66 + t -- -- ---- -- - ---- -- g -- ------- 2 5_ ------ -- - - - --i- - -- - - \ - -- -------- ---�25 ---------- 24" CMP_ Vc= 9.14 V'f= 9 56 EL.=825.78 ORIGINAL EL =829.45 0- ---- - - -- --- ---------- - -- - - - - DESIGN E =829.34 28 - ` - - - - - - -- 28 - - - - 50 � 825 A 17) 50 24" cMP VC= 6.94 Vf= 8,34 EL.=825.53 i 8 3-�-- - -- - --- - - _ - -- -{ ---- ORIGINAL L =829.40 ���--- -!---- ----- - - - DESIGN E =8291-27 :1 28 - -- - --- - --- - - + - =5.0% - - 2 8 i 2 6.5 8 , � STR N0. 45 STR Np.35 - - - '�- STIR. N0. 46 1 15 �2� -_--- 15°0 RCP ® 0.50% ® 15 �. - - ----- ® +15 2 6.5 8 CONC. _ EL=8 50 CONC. DR. LT. i j EL-825.40 D R. L T. L=825.32 EL. 825.47 EL=825. 7 I I i ORIGINAL L �829..34 ESIGN 28 - - + ! _ - - - - - - - - - 28 Ln 00 1 ___ - - --- • r EL 826.44 24" CMP _ Vc= 8.01 Vf= 3.55 j EL.=825.24 I ORIGINAL L =8 - 29, 26 I �. - -- s-3Q--- -- -- -..--- ---- -- - 27 - - - - - - 27 65.76 - 65.76 �CON C. i _��-----;--------------i------ _ ---- -- - - - EL=826. 3 STR. N0. 54 C 0 N C. DR. R T. 24" CMP EL=826.23 EL.=825.07 DR. RT. 0 ORIGINAL L =829.25 DESIGN El «= who I z + -- - - -- -- 27 50 , N Z � i 50 .. . - -- 2�-- ----- - ---- --- - N z ( ELr8 6.29 L,J r w 24" cMP Vc= 4.04 V!f= 5.57 w o< EL.=825.00 ��vZZ WwW° 70 60 50 40 30 20 1 1 20 30 0 50 60 70 i n J LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION NO. PROJECT N0. IN 03-01 23 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 70 60 50 40 30 20 1 13 20 30 40 50 60 70 I ------ - Q- --� -- ------ -------- -- -- - - -- --- ORIGINAL EL =834.78 DESIGN E =834.83 44.89 44.89 CONC. -�3� - - - ----- - - --- ----- --------DR. R T. -- - — — -- — — DR. RT. -— ---- - 5---- } -- -- ---------- -- --------- ---- -- --- ORIGINAL L =833.26 DESIGN E =833.44 — — 31 31 Ac--' 0.72 Af--=13.94 Vc= 3.09 Vf= 4 54 ' - — — - ORIGINAL L =831.7 DESIGN E i==832,00 - - - - 30 30 - ---- ____ 44.59 44.59 _ — — - - - - CONC. CONC. --- ---- ----+----------- — 24" CM P EL.=826.52 X.35 -- - j ORIGINAL L =831.18 DESIGN E =8314 30 I _ - - - — - - - - +0.3% 0_ - — 22.37 - - — - - — — 22.37 CON C. NC. 24" CMP EL.=826.41 83 5 --- - _ ORIGINAL L �830.8Q I DESIGN E =831 ;0 -- -_ 30 — — � � - - - - - - -- _ — — __ — -- 30 00 - - 00. t I / Ac=7.15 Af 6,.31 24" CMP Z EL.=826.30 CD w o a 0 o ORIGINAL L =830.01 -830.1 I DESIGN E - € --- + 12.5% — — .-- W O ', �oz 47.28 — — — — — ° 47.28 <�� i � o�O? / — -- ---- - Co CONIC. 825 ,Q DR. LT. DR. LT. ZrW 24" CMP o Z EL.=826.03 ��wwo 7'0 60 50 40 30 20 1 1 20 30 0 50 60 70 X�oE� LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL REGION NO. PROJECT NO. YEAR SHEET NO. TOTAL SHEETS IN 03-01 24 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet - - - -- - T--- - --- -- -- - ---- --------- - - 7�0 60 50 40 30 20 13 10 20 30 0 -------- -----------�----- ---- ---___-----�-- _-- ___ __--- ---__--_ ---_- ---___-___----- _- 50 60 70 I I 845- - -- ----- --- _ _ 33 ! RBYS DRIVE ® +73 DESIGN E X843. 7 --- - -- - 33 42.5 - - 42.5 DR. LT. EL.=840.20 - Ac= 1 .19 Af= .74 - - - - CONC. C� +73 Vc= 4.59 Vf= 4.94 DR. LT. _ I I @ +73 -- ___ - t I - - - ---- f -- - --- - -- -- ------- - - _ - -_ _-- __8.4.5 -- -- - I ORIGINAL L =841.45 DESIGN E =841 .3 1 DEEP REVETM NT RIPRAP -1.86% -1.60 +7.wmm�ON GEOTEX LE FABRIC -` 33 - - -- ---- T$40 - + 21 33 02.16 -EL.=837.72 02.1 6 CONC. CONC.. DR. RT. ; =-= DR. RT. INSTALL HAN RAIL --------- --- ------- - ORIGINAL L =839.25 1 ° DEEP REVETM NT RIPRAP ---� - -- - -- -- - ON GEOTEX LE FABRIC - +2 - �1 32 t--- _ _ - - -f- - - �3� Vc= 4.84 Vf=6511 66 INSTALL HANDRAIL --- -- t�Q ---t ORIGINAL L =838.59 1 ° DEEP REVETM NT RIPRAP +3.4% , ON GEOTEX LE FABRIC �- 32` 32 -8� :z----- - - ----- -- - --- - -- - ---}- 35.15 _ 35.15 CON C. � DR.-_R-T.;- �- -- ------------ I � C 0 N C. DR. RT. - - - 4�----- ----- --- - ----- - INSTALL HAN RAIL ORIGINAL L =837.00 -- 1 ° DEEP REVETMENT RIPRAP DESIGN E =837,.1 ON GEOTEX LE FABRIC - 00 - Ac= 1 .99 M= 5.74 00 Vc= 2.06 Vf$ 2.00 0 ---- -- -�3Q--- ------- ---- - - ---- - W o I w --- - 0 -- ---- - - - - - ry ORIGINAL L =835.21 O Tca C DESIGN E =835.26 �oz 56.21 DR. T. C C. � 0Q U >-W wW0�� �cnoQZ ��fhZ= 70 60 50 40 30 20 1 1 20 30 0 50 60 70 �I W�W W lj�LIL' _iW X D W W LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION N0. PROJECT N0. IN 03-01 25 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 7 0 60 50 40 30 20 10 C, 10 20 30 40 50 60 ---- — ------70 ---- --- --- i I ' i - _ I I ' i -------L55 ----- --- ----- — 35 ORIGINAL EL -847.3 00 +— 00 I I T ORIGINAL EL = '4 8 6. �45 _ JU Ln o ' = m ORIGINAL EL 844.9 € �4F - -- — — - 7 00 + N U 00 c I wza � I �� 'ozz ���w° 7110 6,0 50 4,0 30 20 1 1 20 cl� 30 0 50 60 70 X o — — — --- � ---—� �- — --- -1--— — LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET N0. TOTAL SHEETS REGION N0. PROJECT N0. IN 03-01 26 1 27 CARMEL DRIVE WEST LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet - - -------- - ----- - -------- --------------- ,310 i 20 1 1 20 30 ' 30 20 1 1 20 30 C9 5 I I I ORIGINAL EL =830.34 72 DESIGN E =830.23 -- - +----