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Carmel Drive (Rangeline Road to 3rd Avenue) As- Builts Aso RAN E INE R AD T RD A VEN E W N RAB EJAME BRAINARD MAY R UIL ? PROJECT LOCATION a .: rY e F t Anxi is ..i a" s $ x >x _ " g > g>. Ix.wn.4# : , ., .,.: L� oYC•h ik. per p x _ it 1 � 6 r 2 ' s $ ''i x� �'`rt. £ , � k CITY COUNCIL MEMBERS r x ROBERT BATTREALL : r a`r ER r .. . s z _ KEVIN KIRBY ay. # gk 1 JOHN KOVEN NORMAN RUNDLE VICINITY MAP LUCI SNYDER NOT To SCALE 5 WAYNE WILSON L PROJECT LOCA11ON : 9 - .._ a av INDEX OF DRAWINGS SHEET N0. E * 3 APPROVED BYE TITLE SHEET & TYPICAL CROSr J = '°I S 2 BOARD OF PUBLIC WORKS AND SAFETY ROAD PLAN LINE "A" (CARMEL DRIVE) 3-6 R ab.#i ee sus ROAD D Pl_, , — S LINE C (3RD AVE. SW) 7 a.. s ; € a, mF . e' ' .. '^¢:f s s;a g y •w A:. 4: a. w ';. > +tcxu '�t :dnxxaasx,,. .,.,. — - w -:z; g � PA`�/EMEry � � vaGNAGE PLAN 8 a y • m r JAMES BRAINARD CHAIRMAN , x . y TRAFF g e '> 1 a... MAIN It.N, +N : 10-12 '��� $ Y MARY ANNE BURKE MEMBER DRAII'`J 13 ., r K.. ..:. s. 'c� »ewe .g S :s. & ROAUti `.�? �_ ; L 14 t a . to x3s� `. MEMBER LORI WATSON ` PAVEVF� 7A LES 15 Fc'TR U , g 16 LOCATION MAP Q�` !_l 'III..' .� L „A„ 17-26 NOT TO SCALE CR(� � LIONS _ LINE "C" 27 PREPARED BY: Z J d i = 0 0 � DOES TE F�AO,P %Q '` O X:2 xQNj a Lvw 19700381 -o zrL $TATE OF <v 2 7/14/03 REVISED SOUTH LEG OF INTERSECTION GJI TEN ND I AIA � ;Z;`w iIVC�IA�� �, DEF' ARTMFNT OF TRANSPORTATION 1 6/30/03 MISCELLANEOUS REVISIONS GJI TEN Transportation & SS�ONAL STANDARD SPECIFICATIONS DATED 1999, INDOT NO. DATE REVISIONS BY APPR. � Development Consultants I.r� JUfJE 13 2003 C1 T Y OF CA RiWEL PROJECT No 03 01 ARMEL DRIVE ROAD IMPROVEMENTS PHASE 2 G 0 03 U S Ho 0 S 0 As DRAW N G"� S 4J W w W° SUPPLEMENTAL SPECIFICATIONS. San s ',HERMAN DR, BEECH GROVE, IN asia (3n) 730-1555 X-D 0 J 1 CERTIFIED BY: DATE x�ol,. 5 ���G S ? Z. , - � -rte F �= �4 r r 24" RIM ELEV. TO 24" 3" TOP SOIL 6" 18" THIS POINT 6" 18" RIM ELEV. TO 4D 1 1/2- THIS POINT a1"Ra _ a ,,d. �' 7/74 ti� 3/4" CEMENT CONCRETE PAVEMENT ° FOR DRIVEWAYS 6'' CLASS "A"` JCN 90'-0" RIGHT–OF–WAY CLASS "A `1' CONCRETE ' ' 'CONCRETE 45'-0" 45'-0" COMPACTED >\>< `° X, e e a BACKFILL 00000000000 6'-0" 6'-0" SEE DETAIL BELOW *SLOPE TO MATCH ADJACENT CURB " 2'-0 " " " 2'-0" " 5'-0" SEE DETAIL BELOW � 5'-0' 3'-0 2–O 12–0 � 12–0 *VARIES 0 TO 5–0 *5–0 12–O" 12'-0 3–0 �.. _ *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 I I UTILITY (WB TRAVEL LANE) (WB TRAVEL LANE) *(PEDESTRIAN MEDIAN) *(PEDESTRIAN MEDIAN) (EB TRAVEL LANE) (EB TRAVEL LANE) UTILITY _COMBINED DEPRESSED STRIP STRIP COMBINED CURB AND GUTTER TYPE II CURB AND GUTTER I 3 1 A6� F BITUMINOUS TACK MATERIAL PROFILE GRADE 26 I NO SCALE L NO SCA E 26 17 & LINE A 17 26 CURB NO TES 2.0%=— - 2'0% K 3 I CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED i FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CARMEL DRIVE CROSS SECTION DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. 24" RIM ELEV. TO SCALE: 1/4" = 1' 6 6" 18" THIS POINT "J,-- 3" TOP SOIL S T�. 18+55 TO S TA. 20+30 LINE "A " '/4 } 1"R, „ ,� TOP SOIL I �� STA. 22+50 TO STA. 26+ 10 LINE A N SLOPE 1/4" FT. *STA. 2J+00 TO STA. 24+00 LINE "A " COMPACTED BACKFILL-/ � CLASS "A" N BITUMINOUS PAVEMENT CONCRETE COMPACTED BACKFILL CLASS "A" . . . . AIR—ENTRAINED SEE DETAIL BELOW 6° CONCRETE STRAIGHT CONCRETE CURB COMBINED CURB AND GUTTER T YPE 111 _ 80'-0" RIGHT–OF–WAY NO SCALE NO SCALE 40'-0" 40'-0„ 5'-0" 3'–O" 2'-0" 12'-0" 12'-0" VARIES 0' TO 12'-0" 12'-0" 12'-0" 2'-0" 3'-0" 5'-0" ** NO (WB TRAVEL LANE) WB TRAVEL LANE (TURN LANE) EB TRAVEL LANE (EB TRAVEL LANE) ** NO UTILITY UTILITY VARIES STRIP STRIP 1 /211 F 26 , BITUMINOUS MATERIAL PROFILE GRADE 26 SLOPE VARIES 3 F WIDTH VARIES 0 TO 8.90 WIDTH VARIES 0 TO 7.61 I _ SAX 26 17 FOR TACK 2.0%COAT R & LINE 'A' 17 26 F MpX X I --- % 2.0% K - - -- – u - – -- X� 'X – -- K – 1/2" PREFORMED JOINT FILLER PREPARED SUBGRADE COMPACTED IN ACCORDANCE CARMEL DRI VE CROSS SECTION WITH SECTION 207.02 OF STANDARD INDOT SPECS. SCALE: 1/4" = 1' SIDEWALK ADJACENT TO CURB STA. 15+ 70 TO STA. 18+55 LINE "A " NO SCALE STA. 20+30 TO STA. 22+50 LINE "A " LEGEND STA. 26+ 10 TO STA. 30+65 LINE "A " BITUMINOUS PAVEMENT **STA. 30+65 TO STA. 33+42. 50 LINE "A " 140#/SYD. HMA BITUMINOUS SURFACE 9.5 mm ON 300#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm ON 1050#/SYD. HMA BITUMINOUS BASE 25.0 mm ON COMPACTED SUBGRADE F CONCRETE SIDEWALK, 4" BITUMINOUS SURFACE MILLING (1 "±) AND RESURFACE 4 25-0" 25'-0" WITH HMA BITUMINOUS SURFACE 9.5 mm - 13 -- - 12'-0" VARIES 1'-6" TO 12'-0" 12'-0" 2'-0" STRAIGHT CONCRETE CURB (SB TRAVEL LANE) (TURN LANE) (NB TRAVEL LANE) 17 COMBINED CONCRETE CURB AND GUTTER, TYPE II 18 COMBINED DEPRESSED CONCRETE CURB AND GUTTER BITUMINOUS BASE 25.0 mm 26 BITUMINOUS MATERIAL PROFILE GRADE 26 19 COMBINED CONCRETE CURB AND GUTTER, TYPE III :7 MA 17 FOR TACK COAT & LINE 'A' 17 MPX X I I MP 2_0% 2.0% ro 3. SODDING PA VEMENT UNDER CURB DETAIL I 3•.� - - - _ -' - -- - - MAX. -- - _ - - - NO SCALE i 311?D A VENUE S. W. CROSS SEC TION SCALE: 1/4" = 1' STA. 70+00 TO STA. 72+85 LINE "A " 01 Z 1 6/30/03 REVISED PAVEMENT SECTION GJI TEN i AS BUILT D N,� DATE �1EV1��,1o���, B y APPI< ASBUILT REVISIONS TYPICAL CROSS SECTIONS 051 N 0N/A T R � °� awe° x:2 c) ~ ' Y"Q�D 03 19700381 STATE OF �� CARMEL DRIVE WEST Transportation & Q ��s IND I Atk �V� CARMEL 03-01 DRAW Development Consultants (/) / RH CHECKED TEN 3417 S.SHERR<N DR BEEEN(RIVE,IN 46107 (717)790-655 w z a ONA L PROJECT No. DESIGNED TEN SHEET OF �� ofV)°ZZ OAT JUNE 13, 2003 r- GJI APPROVED U W W w Lj 0 _.. 1 2'(n�Ja' X=�L:2 w w w °'] in � n 0 U U m °> a c �' ,a) 2 -o a> O v ai _ . _ _ E U U v 3 U�5 Z c CD m > Ts Y CD - C °- , � o _ 0- a) 20 0 20 40 _ ^ _�� cn ° c1D 00 � M cD -+ 00 d rn li [D N(n?i OJ \ 10 II N STR. N0. 8 n N f)ON W Cn __ - O I ;V,11,­7 O a O M�� - N M °-____ SCALE 1"-20' O - 1 - �'co O Lq o 11� � N o M MA H WI 01��N � O o ° ,� - --____ ' LFT OF 24"� RCP 0.509' "' -_ __ ^ ^ 1 cD OMO O 00 � ^ N co c O O O d- tl]N 00 O O />-• ° ___ + j + X11+ + + i I + + + 05 �' + PARCEL #1 + I ^ M r+o co 00 + M C Il" • 13 _ _ CCS DEVELOPMENT COMPANY VENDOR II I RIM EL=829.06 �- N + +� + + ^ ,�- ''00 Cfl I ----------i II STR. N0. 4 I� STR. N0. 5 i INDY. INC. ' + ++ + o ��� .. - ---__'--- EDGEWOOD CORPORATION IF INDIANA 11 II STORM MANHOLE WITH 219 I � INV. IN (W EL=824.96 O + )I II a REMOVE 52 LFT of ; ; I + I ' J- INV. IN (NE EL=826.15 T CN STR. NO. 12 I d/b/a EDGEWOOD BUILDING SUPPLY (PURCHASER) I II LFT OF 24 0 RCP 0 0.50% _� -- o� ' 0 0 0 - o � C STORM MANHOLE WITH 94 11 EXISTING PIPE AND (2) ' I � 1� � �'-� "__ I r-- --INT-Ol� ItL=-n4.9� a _----- J I RIM EL= 831.00 I > '--------------------------- , II PIPE END SECTIONS I I ���- � ' I � STR. N0. 10 O LFT OF 24*0 RCP 0 0.50% STR. NO. 2 - . x '� 1 �_�� I ii INV. IN (W EL=826.35 i I CLAS I DR. i x� I_j A JUST CASTING ' �' RIM EL=828.90 INLET TYPE M WITH I II INV. IN SW EL=826.05 w I I I c° � STR. NO. 9 w �`L I I a I ,I ( Ln + CLASS III DR. I I I W=20b - TO GRADE INV. IN S, EL=824.75 f---- 13 LFT OF 18"O RCP 0 0.50% *A I 11 INV. OUT (E EL=826.05 0 ' ' I / ';n REMOVE 50 LFT OF I L_JL___---------___--- . O W=30 I I I o I Q INV. OUT (E) EL882452 -------� ' \ RIM EL=830.25 1 2 I 11 ________" I I STR. N0. 6 I I EXISTING PIPE AND I � . - ------- �� I ' REMOVE 32 LFT OF I I ; END SECTION o STR. NO. 11 PARCEL 2 ) __-____-_J � INV. IN (S) EL.=826.11 I EXISTING PIPE ' O� � o, x REMOVE INLET AN - -'° ) _ i Q i 0, ``' LFT of EXISTING P JOHN S. KIRBY, III STR. No. 13 INV. OUT (NE) EL=826.11 STR. NO. 3 AND 1 END I Q S & JEAN H. KIRBY STORM MANHOLE WITH 132 € STR. N0. 1 10 LFT OF 24 RCP ® 0.50% + �I QI I ®IL qON S �`��� MATCH LINE STA. 70+50 'C' - SHEET 7 LFT OF 24"O RCP 0 0.50% ADJUST CASTING AND (1) PIPE END SECTION 4 o i S 45' Lt. Cl N C 1 I 14 C RIM EL=828.89 W. U.S. EL.=826.40 :- + PROPOSED DRAINAGE EASEMENT +80 x� Ii s r ° INV. IN (W EL=824.05 - - - APPAR. EX. R/W - TO GRADE D.S. EL=826.35 C I +I " !1A� F2 F F2 I I 45' Lt. - ��ti 1 _ INV. OUT (SE) EL=824.05 W I "e,,,'- I! - 4 - - - - 1. r -•-� _ ---< _ 14 ----------------------------- ...---__-----------=--------------------- = = = - - - - --------------- - - _ _ ,,,, �i I - 4 / ° °° ° ° ° ------ - -.: --- F +I " -- „ + K __________ ___ ______ � - - _ 2 INCIDENTAL '� _� �,� r �, . ._ ._.-.�.«.«.-, � _ < _T �- C1 /������•p��/��7/��� _ - . --., 1 K -11 x I 11 y..«. "-..-«- ., / \ 1 \ ° ° \ Y \ ) «�«�:. :. - / v \ / / x. / .� x /' i C� � 17 \ / / / 17 /' \ era _ \ i / r / x \ K , / \ f l \ - - - \ ° �\ \ , \ - -_ -_ / 0 _ - r/- � \ �. ,/ � � �, / � ,, � � \. \ ,� `� FIRE HYDRANT TO BE ,� �r �. . K BEGIN CONSTRUCTION � /, \; „ X /, / , / � � � / __ - ._-_ 4, y x / c 4 x \ DI 'E TH ,x , / \ \ , . x � �/ / RELOCATED BY:OTHERS ADJ � � ____ �__.__ ti ti \ � . UST VALVE I , STA. 15+70.00 \ y / \ / / / \ \ W P.C.P STA. -- / f Q / BODES 4 GRADE �. $ A: / x �. \ W A., x / T x n; i / X (n / x / A �' / ,I x R �+ p i '� / y y / J`.0 3'4 L '\ \ / Z / V A / x /" , A y �. '1 / / / X � ;� P.I. 'STA. 1 + 1 x 5 S1R. N{ 24 CUR1+E N0.' 1 / v � �' N . 25/ / / y , / / P I STA. 70+00.00 INSET E WITH U >� x / ��� LFT� i / / / .� < / / N� v F � LFT ? 1 RC 1.5 / �7T t t �y. Q }[�� R 11 l X - 1 iii• .80 , / / \ +� / / / X �\ r► 1, 18 y X v �. a v / / V A A \ v x/ ' �' REMOVE -� O XI �� / x'v i y T INV. IN EL.= . , / 4 '� , 1,--�5,\� // , __ -� _� _ _ Ir - Cs G ..- K - -- " - _ - i G - G -_ i - ! w.,. - G - _ K TEL` �_ «. i - w - 1 `� _ _ 7 C r E U P - ----�-- w 17 ., �--__- � 2 'C1 s F2 18 r .� FS cb W / Fo - ; K 1 // _ F� -_F� ~' J F❑ _ --� f FQ '' F -FD -- 4__ ---�FO a-F� -F❑ FO FD 9---� FO FO --Ft. 6[ ° ^7_ ?' FO F Fi} FB » 1/ FO -- � FO FO -FO -FO -FO s Y - - m - - - ; v1 1; 0 Fo ° ' ,� 1-- F2 kp� I FO __FO --FO --FO _ F1 -F , , ° Fa. Q CURVE NO. 1 'A' ---Iii- 'r T T ----- T - T d- C S -Ed. FO FO FO FO FO ISO -�- FO -FO FO FO -FO -F❑ FO -+%--FO -FO -FO -FO -FO \\ ?-- -- F I a ' T T T i T T - FO FO I \\` I FO F _ - , 11 - 4•,• /� I I FO FO -FO -FO -FO FO FO -FO F �- F FO -FO -FO -FO FO b FO �0 --- - i' --FO - T I D < ° R - 450.00 lJ �'PROPOS R/W - r F_ n 35'00'44° n I : 1'" t €: 1 "' I o STR. N0. 1 t3 FO FO -F Fo -Fo FO -FO FO %' i' T r a a d - w L = 274.98 1 _ _F -1 11 11)°; + ! INLETTYPEM WITH 56 € -- �J II I1 r---- ------------STR. N0. 14 i I � EXIST. 15 U.E. 1 + '� a �� I -' QTR. 22- - Q� --' T g ; � T = 141.94' 11 I' I i CP 6110 STR. N0. 16 (' LFT OF 18 0 RCP ® 0.50% �? ; -I � CLA S III D ADJ CASTING � 1 ° ° /� 1 11 INLET TYPE E WITH LFT �� 11 , I # ADJUST CASTING i J RIM EL=830.12 ' W=25 N� 1 STR. N0. 26� 3` / Iry E = 21.85 OF 15 0 RCP ® 0.50% PARCEL 4 0 a 1 TO G1RADE "� "� f r ' °' ' N I �' 153 LFT OF 6 0 � N ' ' I ' P.C. = 19+88.27 11 i l 1 STR. No. 15 TO GRADE $0-+ i 1 ',INV. IN S) EL=826.65 COMMONWEALTH COMPANIES. INC. x, 1'��'' ,I C) � I + CLASS I I DR. PARC L 5 o°O� 1 ^ ,� 11'1 111 1 RIM EL=829.50 11 1 I Ii REMOVE 45 LFT � b 'INV. IN �W EL= 6.39 "� ' `I + 1 W=21' ' �- + + I HDPE 0 0.50% t) <' 1 P.I. = 21+30.20 1 D ' STR. N0. 20 ,, 1 ' F A EA I GBV. LLC d ^ ^ O \ n 1` INV. OUT (E) EL=827.00 I , 1 OF EXISTING PIPE INV. OUT �i E�6.39 , d 1 v n U.S. EL=827.1 > P.T. = 22+63.25 „ I I 1 I CLASS III DR.\ DRAINAGE ���_-_�,/ > > I 1 9 � c6 � ^ °° I A. a C ,4N + + +,+ ; , STR. N . 21 I D.S. EL=826.84 INLET TYPE J WITH 19 LFT BE . N DF IVES I STR. NO. 23 �E� 1� i W=33 EASEMENT a INLET E E WITH 10 `0 AS NOT'TO I INLET TYPE E WITH 20 z STR. N0. 17 1 OF 15 0 RCP ® 0.50% ° _4i t INLET TYPE E WITH 19 , a 1, z LOCH 1 ION TO i I PARCEL #3 -T-1 a I _ RIM EL=829.18 15"0 RCP ® 0.5 %` POND I ® LFT OF 12 ,WO RCP ® I 1 11 �, 4-L COMPANY OF CARMEL LFT OF 12 0 RCP ® 0.50% RItr828.50 1 1, 1.00% I c I ° o °� YOI� U71 l INS OUT SE EL=826.68 INV €N ;(NW) EL=826.581 I _ NED STC�. __1 R,M EL=a2a•50 N �° W I o,o __� - _ - = RIM EL.=828.50 x x ( ) - - /�� _� U mm 0- Il ' >° ° x o � Q o z ml 1 ° INV. OUT (NW) EL=826.75 a IN1j. OUT (E) EL-826.58 ' INV. IN EL-826.84 " //� CON> L 1 C o I o _ = I o 1 ' TO �r+'OlZ �E) . � _ ; ,� w 3- � � � CD ° �' ' ° � / 1 1 °,I -5 INV. IN W EL=826.08 _ 3 0 , //�� c� I � �00 N C8.-1 , N 1 � in� `�-� _ ! 0 n 7----©-o 11 i _ _ INV.-OUT �NE) EL=826.08 w o a co rn m r__ � Ln o i m M cn O N i - C ,_ X,p I 1 I _rL x/0 1./T o ir)�_ �- o�/,15 . . r` O - co r� 4 ri 00 - O N ,M N O M N M 00 O 00 M N r__ � \), of � � <Y � M � r) d' N M N <t M 00 � ^ L6 d (\j aD W �[7 N [D O O ^ cD / CT �� o � �o° � � f ° � � KEYMAP s� _�, - O cD cD N N O O M M 1+'7 N I� M M M M M 00 N ^ r_ ui CD O � 00 -d 00 O) LO //� C'i � rri ai �r rr 0) CD C� (O 000 u - �0)ri NT5 i � cn IE) LD ^ 1� ^ 00 CO °) M 4 00 O O cD M O 6 O, O)(> d- rn O 00 00 rf-) M (V 1'7 1� Oi O O r� r- r- 00 002 r'•'j cD (D Oo / + + + + + + + + + + + + + + + + + + + + + + + + + + + +N + + + + _ _ ._ _-. _ __._.__ _--__ - __._ r -- - - ' 1 #6110 - SE I PK NAIL T - I I - _ -.._..-_ I I , r 4---------------••---------------------------- ---------------------------- -------------------------------------- 9, ---- -- ---- - - - Y - ! 3.69 R - - -- - - - - -- - - - I- ------ . + + r----------------------- -r----------------- 1 - •------------------------------------------- --------------------------------•------;--- + } __ _ - -- - -- - - - ELEV. 830 419 ------------ I ; I - - + - - J I I I - -_-_ - . I I I I I i I I r - _.- -_._____. . ____ I X6101 PK NAIL SET _ t_ - _ ___-- I STA. 19+87.71, 28.88' L I I i ELEV. = 829.205 r I ; -J__.. - ----- -_-.-°- ..._----' ----------------------------------------------------------------------•-----•---------------•-------°--•- ---°------ ----•-----------------------•° -'- -- ----- --_ ....-- _--------------____°»---------------- --_----------------------------------- - - �- -- I I - - -- -- --- ----»- --___---------------------------__»------------------------ - - ------ - - - - - - - - - - , - 72- - - ----------------------------------------------- - _- _. - --- --- I - --_ .._. _ - I I I ' I a I I I o I a ----- E ; -- I I i I -- i I - -1 I I - - - fT r_ _ I I I I N _- _.._-. ___- I I O- -F I - ----_ ____ .—— ....__._._. _.___ .......... . -________ _-_._. __________________._______' ______________________________•--_-__ ____ I I ____________________---------___-___________.-.--_-_- i I 1 $�Gl�t PR OF�L� - + - - - - - - -- - - - - - - ------- - -- - -- - - - ---- -- - - I I I -- --- ----------- ----------------------------------------- ----------------------------- - - - -- - - - -- ----- - --- - --- - - - -- I I I I I I ' T - --' - ---- - - I ll - -- - --`--- i - ..f -_ -_ - _ _ __ - -- ----_---- - I I I I ; _.._____-_ ---------- - ---- I , , I ---- , - --- --. _----------- -------- - - - - - ------------- - »- - - -- -- - - - - - - --- - --_ - _-- - ------ -- ---- I r - - - - - - - -- ---! 83 - - - - - - - - _ _ -- - - -- - - _. _.. - __ - _.._- - - - - - I - - --�- I -- - Im- _ I - - - -'- - - - ­__­_­ ­_1- _. . _ _ ___-. I -- t - -- a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ___ I I i _.. ------4 - -- -------------------- °T r r --- 4------I--------------------------------------- ------------­­-- I r - - - -- - - °- - - - - 7 t t I - _ --- --- ---------------±------------------------------------- ' -- - --- - - - - - -- --- - -- - - - - -- 8 2 5 I I - ------------ - ---:-- ---------------------- ----- --- - -- - _ - - i I I I -- » --- --- - --------- -- ----- - --- -- - ____ --..- ------- - - i I I - I I i . , _ ._ _ __ - _ I 825 -- - - -- - I - - = _ , - - I I I I _ ____ _ I _.- __--- __ - I i .___------------------------------------------------------------ _ ' ' ' ' ______ __ + .__.__..___ ___{_ _4.__ ----_ -_I-__ _ _ - ___ ____________ _____ I . ._. , , ---.------------------ I _--_.____---- ' 11 -------- ------ II N -------- L J I I I N ;INV, ; N I _____________________-_-_______________________________________-_ ---_---___--_______________________________•_--__--.--.-_----__-_____ _.-_----_--___--___-___________ ' 820.35 I r.__.-_-.--»---_.________________-__-- ----»_-_______________-- ._-____-_-- »-________---_»--_-__________- _---_--_»-____»__»-----__»___i_____»__- _____.._._.».» ________________..--»»-_- _ -------»_____-----_» 1 ; --_-_-__-»___--_» __-_____._.--»-_»--___ ____________ ____-___________--.--_-________ ____.._-__-________________»--_.___________----»-_______--__-_-______ _------- 815 - 8 I -- I I I I I 5 I 'I I I I p' r__' 0o LCD LC)I d-' N I Lo CID r -- -_ I ' I ' 11 I -----------------_'-_ , I 1_12 I LEGEND PROPOSED I 1-1 Z EXISTING OS EQUIVALENT TO SURFACE IN PLACE 3 Q © CEMENT CONC. PAVEMENT W STORM wLETS ---- > GAS uNE FOR DRIVEWAYS (6°) 1© STRAIGHT CONCRETE CURB I ;__' STORM MANHOLE -- w- WATER LINE i , -------------------------- -- SANITARY MANHOLE - T --- TELEPHONE LINE C1 BRICK PAVER DRIVE (SEE DETAIL SHEET 14) 14 MOD. INTEGRAL CONCRETE CURB (SEE DETAIL SHEET 13) _____________________--_-____-____�________________-__ - - 7/14/03 REVISED SOUTH LEG OF INTERSECTION GJI TEN bi a)� m - --------------- - i_-----GAS VALVE - cIv - CABLE TV LINE WATER METER -E ELECTRIC LINE OF CONCRETE SIDEWALK, 4 IN. 10 COMBINED CONCRETE CURB & GUTTER, TYPE II ASBUILT REVISIONS No DATE REVISIANS BY APPR. Y o Y� WATER VALVE ❑-o-o WOOD POST FENCE 0 MODIFIED CONC. CURB RAMP, TYPE '0' 18 COMBINED DEPRESSED CURB & GUTTER Q RELOCATED STORM STRUCTURE - .. 0 FIRE HYDRANT x-x-x 'WIRE FENCE ' ' y E r-) -i. POWER POLE --o CHAIN LINK FENCE O O RELOCATED SIDEWALK PLAN AND PROFILE m o 0D GUY WIRE 4 MODfFfED CQNC. CURB RAMP TYPE N' 19 COMBINED CONCRETE CURB & GUTTER TYPE fff I 10111111 ~I 1 Y; LIGHT POLE >' DECIDUOUS TREE MODIFIED CONC. CURB RAMP, ' ' 03 RELOCATED CURB RAMP i i �� E Q J r, _ TYPE K ® B BORROW FOR STRUCTURE BACKFILL �, " '° CARMEL DRIVE / LINE nA n . X Ld o - 1 POST SIGN - -- -----_-1---------_ ___ -;- - - - - - -- --------------- F G T R �� Q 1 Li x m �J 2 POST SIGN CONIFEROUS TREE O BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) ® PIPE TO ADDITIONAL STORM SHEET 7 O STA. I� / f00 TO STA. 21+00 �► U0 w MAILBOX BUSH I 05 UNDERDRAIN FOR DRIVEWAY j(/ ' . �cn�a. ® PROPERTY CORNER FOUND ® MILLING AND OVERLAY I _ 19700381 Q__ CAR a-10��_�� i © REALIGNED STORM SEWER -o � MEL DRIVE WEST__ I cD a I - 10 O STATE OF w -- `•-- ,� Z - - - - w- ___________________________________________________________•---------- ------------------------------------------- 7 m; .CV Ln I 177 r, - - - - tt"j - i }�j --•- i --- - a / Transportation & c?F- w - o o I T® - 0 10O -- - N -- tp ND I AN P \� Development Z F � rte: N. o ; r- S V CARMEL Consultants 1yJ W O� -- .__-__ _ __. _ o i p o p p ;P11 `• `�� 03 01 DRAWN RH CHEI RED TEN 341]S.SHIRIWN . BEECH IB�VE.IN 4EI07 QM 790-1555 w��QZ - �-' - _.- �' �T;� '� o; o, o o; o; m rn rn, ANAL PROJECT N0.I-ji LWL U Z- __ ------ ---��- - --- TI I ' W W lJ W D - I I I - - -_ HATE JUNE 13, 2003 DESIGNED GJI APFRJVE�1 �BEE7 of TEN 3 27 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 0 0 c' 0 (7 a a d ^_ d = c c Sr c co(n O O f -6 -_ - a_ o 6 cN c l!) �. N 1�] O O O (D 00 70 � - N O N N = O O d C cD O d' C (0 O d '_ "' 00 N O M N N \\00 rn r- n O _ rn_ Clf =O O F- 6� D-' O 'ct• - M N� Li Li. d (n 00 C (n p V, cN N M M ~ iN _-______---- i i� M� o �ppa M °' �"° N . M rr-- � CURVE N0. 2 'A'CD cy;N�o I co krl�I in n I N n II N ° II II °� r Q f 6 " + + + O x'+ I •� ^ 00 0 0-*1 +� Tt + of `v I o o C"i iI �O+ III 111 + + Q o R = 520.00 n ci� STR. N �31 oQ CP #12959 + N + - �, ! ICS �; II € 11 c" n - 40'18 50 k S M MANHOLE - I + +' + N ° + ; + + � - )) m o + f /� * L = 365.88 +Q M M I r,l I � �___-.,., III + ��\„�'�E�L��NE 1 O � T - 190.88' s I + + I +I I � + + --""" 24 � ® 0.407 �- ,I � � I I o I y-) I o � \\ � + � - ,,,� i RIM EL=828.92 N JR I' N N0. 35 i� i 4 Q I I I iii N STR. N0. 37 ' ^ E = 33.93' 1 1 INV. IN (SW) EL=825.08 CSI I ' I ' ° I STR. N ' . 3 ' 'I / STORM MANHOLE K�IITH 45 0 240 RCP II I AVM) UT/L/Tr P.C. = 24+34.74 INV. IN (NW) EL.=823.41 ® 0.4OX REMOVE 17 LFT F EXISTING M J b ; ; I ADJUS • CA TING GRADE, ADJUST CASTING ((1 1 P.I. = 26+25.62 7 --- STR. NO. 30 INV. OUT (SE) EL.=823.41 .r z TQ TO GRADE STR. NO. 32 PIPE AND IRE�CONNECT T MANHOLE.N ! I I I 111 REMOVE INLET AND 131 �• II + I I CONTACT W RLDCO FOR CD CT5 11 CLASS III DR. O ' ; 1 P.T. = 28+00.62 -- INLET TYPE 'J' WITH 30 LFT OF 6"0 11 RIM =830.50 1 I z I , ,I ,1 LFT OF EXISTING PIPE PARCEL #2 ``" ��. HDPE PIPE ® 1.00 w=30.5' �; INV. IN O ; COORD�NAT1dN III S III DR. 1 )=827.70 I �_= W=25.5' _ --" 20 0 20 40 JOHN S. KIRBY, III & JEAN H. KIRBY ! _ IIINV. IN (SW =825.20 ' I I I I --- 154 190 W. CARMEL DR. LLC �s�' r� RIM. EL - 829.50 x II ( I ; %% � KIRBY II PARK EAST. LLC ""_� 9S I iNV. IN NW =822.95 1 I - -- ./ STR. N0. 29 `` INV. OUT (S) EL = 828.00 /� ; �1 °� - � I I `� _,- 1 c L=822.95 I - I( I�V OUT SE go. ADJUST CASTING TO GRADE :, PROPOSED II 1 II V. = 1__. I I 1 ❑I _-�_._.__: -- -_r_n _.� _ --_-- ll L- - _=-=c== �_ f0 -r-` SCALE: 1"=20' 1I a , 14 o.S. L 822.77 +� I I I I t I -- ' T 5 DRAINAGE I 1- _ EASEMENT 1 Cl ^ ` _ �/ T -_ T -+� - F2 I , Q CL OS i� I �_ -----�- r _ - - I D o • _ .fi. STR. NO. 28 t------- - - c r r -�_ r - _ - " ' T / I T C 'n _ __ _ _- I - S , r ° I I __ - \ TI REMOVE INLET INLET AND 102 . \ \ _- =-F-- 1 7 LFT OF EXISTING PIPE 5 0 '' - D _ • - - - -- e ° F - r 0 D ° Fq P 14 � � �f�- P j'%° . ____ --- _- -__ - __-_" _ _ s=�sas#B�s sasss asasx � (J O _ s F2 CURVE N0. 2 A 17 .. _ 17 1 ° 18 F 18 : _ _ .. C F F �. STF� N0. 34 O _ p I ' - # a,. �. CASTING SUNG I ' ° s �/ . P P.I. A. ' 47.4 A - T �� 24 �. : 1 P.C. STA. f .. I 24+34.74 1 REMOVE INLET P I h• _ , : t '�[ _ . . STA. �5 87.48 B �.- -- ' AND 27 LFT 4F _ -�--- CP 100 ...-..^ � - - EXISTING PIPE �-- r- _ TZ - - D TAI �-- t r "` t JI S 50'5415 E LINE A �, ,� 4-- _ X13 � - I R � � _ ,_ _ I ..� �I CARMEL DRIVE y ---� ►' 1 2 ' P.T. STA. 22+fi325 LcP I # 24 I f r I 127 IQ � � 7 G •� a ,�. :.0 �,._ G ---"`- '•^-"�„w.-^••+ --. ° .w /F �;= l VE NO.11 # �' 17 2 _ 2' C 18 I 17 G 18 17 I F , ^ - - - _ - -- -- - -- E L - _ _ - y._.^ t I 17 -- T F T I° s6, F T ° F -' ° F2 - - o ° W T S J � 0 FO FO -T I , T F F Fa _-. - O F2 -- -° T _- T 2 � - - --------------- C T \ I. .4f•-n- Y-----------------,o- -- ----- ------ N T 1--- r �` -' I .. ��� )k-_------------------- °_-_-- - T 1 ¢ t 1_--- 1 Q I S .l . I ., V) C l t + C-1 S Qi T T \ \ �� u . in I o I I it \ 1 \ cli - F2 \\\\\ ��° ;'� PROPOSED i I I I I T ' T �40A- i T 1 \ STR. NO. 42 STR. N0. 39A #F . ��- -� I STR. N0. , �, M \ CLASS III f)R. NO WORK REQ D CURVE N0. 1 'A' �� - DRAINAGE ADJUST CASTIN TO + i r ° I Q i V I + \`C \\ STR. 0. 39 , II S \\ ADJUST VALVE`\ yy-24' \c71 F t �.•• EASEMENT I CLASS III R. I ' I ADJUST ASTI G TO `� \\ - (GRADE AREA TO DRAIN R = 450.00' i �� �\ INLET`TYPE E TH 95 GRADE W=25.5 O I ~ ; ' ; \\ BOX TO GRADE. \ \ \ ) C1 �, PATRICIA ANN LUISI PARCEL #6 I , I , GRADE j CLASS III DR. \\ PLACE WALK BEHIND = 35.00'44" , ' LFT OF 15 RCP 1.50 ,� �,�N E�� ' z ' W=30.5'L - ?74.98' \\ WILLIAM C. & PATSY A. WEAVER S NO. 40 1 O I I I II \\\ TELEPHONE RISER. \ \ �' RIK EL.= 28.40 €�(T€ND�X1STIaG_PIP�_ TH 16.50 � �„� TOI ,' I z \ r = 141.94' Al -- I O I ° '? STR. = 21.85° CLASS III DR. INV. OUT (NE) EL.-826.50 ----------------' ' ° � ' INSTALL 60 SY OF I T- -1-8--0-- MP ® 0.74%' I ° ' ' � � I NO WORK REQ D � o W=26' \\° �� }-PIPE END SECTION A '� BEll I I i i REVETMEN ; RI RAP I� ;; GRADE AREA TO DRAIN \\\ \\\\\ AUTOMATIC SPRINKLER CORPORATION o P.C. 19+88.27 \ \\ ( ) Q Q P.I. - 21+30.20 �� STR. N0. 38 U.S. L.= 18 EE� ON j �, ii ENGINEERED COOLING SYSTEMS. INC `�\ \ `\ < ,,, 825 86 �, kZEMOVE 38 LFT OF TL ' �°G€�TEXTILL FABRIC I ' - o �' F' T. = 22+63.25 o ; I I i o ° - \ z t'D U ii , °> - � - ;� = S - - vvL.-825.74 0 ;, I -- w � - U I �- O � U 111 I� U 3 3 m > \\ sEXIShI�fi = ?�PF ND (2 a I uN �� - _ _ _ o o o _� -z I to �° d c o I j ij II v O a i / C7 IPE END SEC ONS ccq ' ` ,,p 11 N I _ _ a _ _ I iit I _ P 0 d H 00 t` M Lq cD M M N cD O) M ::i �00 d N 00 O cP cD cD 00 n t` t\ n O r7 h O ,'") M ,.-j M O) C7) M N KEYMAP ,� -_ N M r7 M M d � t' � d d-M � � � d• N N � � � - cD �" N7 CA M cD M N N ,\ n n M N O c['j - cr cD t` _ cd o NTS ,r; o � o � � � rn o Ncv � cDCDNCD � min rn cDOO -�- r + O N p Cn M to O f7 to U') n N O \f"f N 4- f� N M L0 LO � ,n c0_ n M <} [D cD t` Cp N + N + + + 7 + + + + + + + + + + + + + + + + Al ' ! ! 100 - PK NAIL SET - -- - - I------------------------------------------- ----------------------------_-----------t----------------------------------- ! t I STA. 22+81.31 1. 01' --- -- - --- - - _ ------------- ; -• �-• � .r-� --• ---------------------' -' --'-- ELEV. 831.134 - --- - . _ -- ---- - - - ---- - #6113 - PK NAIL SET ' I STA. 23+55.67, 1.04• R -- - --- -- t I t ELEV - 832 415 AIZ ----------------------_______- -------------------------------�--------------------------+----+----t---------------___------------------- ---------------------------------- -----------------------------------------------------------------------------+----------------------- i #12959 - PK NAIL SET I ----------- _ STA. 22+65.12, 82.24 L ----- - ------------- -- ----- ------------ - ----- I ELEV. - 830.734 ---------------------- ----------- --------- ---------------'------------------------------------------------------ - --- IN INV.-823.59 ..� + ___--______-________ _______________-__---________________ __ ___ __ ___ _- _--- -' _-_---__----_----_-_-----__+---_-__--_-________________________________._-__________---_-__._____________ ________--_____________--_ _--__--_--_____-__-___--______- --__-_---___-_______- __ --_-_______________-_---_ _________________--_--_--_--___ ____________----___-_-- -_-________-_______-- __--- -F --- N _ _ __ _ _ __ _ _ -_ _ I I EXISTING 1 i ! _ t I _ � t ___________________ __ ___________________________________________.'___.___________._________________________i_______________-_________________________r__ ____-_____-_______________-___ _-___________-_______________________ _______________________________ _________. ____-_-____ ___-____ __________ __ ____ _ T - ---- --_ - - _- i- ------- -- _-- - ----• _ - -- -- - -- - ---------•----° - - - - -- --- - -- ----- -- - E __- _ __ ___ -- t 1 t - -____ ________ ____--_-_ -- -- __�_ t t I ' ----------- --- ------- ------------- - - - - - 830 r I R 42 I - DTR. NO. 397 I I ---------------------------------•-----•---••-•---•--•--•---••'•-•---•-----------•-------•• - - - ------- -... - -- - - - - -•-•--•----•------•--•-- ----------------°-_-------•-•---•- -- ...... ----------------- -------- - ----- - -------- t + - - -- - - + -- -° 1 1- i- _-- - __ - -- f l r I - - ...........-•. -•------••------------ 825 t I t I i' I - ---24" UMP ----- 2 t ! I I t I t I II I I ------- -- ------- ------ ----- N N I N Kinon 11hi______________________________________________________________________'_________________________-___ ' _ _ ' ' ' ' 1 --L ----I-------- - - - -- - ! I t i + - 1 - - f - + - - - + + - -- -- - - - - ----___-___ _ - ------------------ -- ------------------------------- - 1 - - -- - - 820 ! ! t i ! I 2 I t I t ------------ N ; 80 I - - ----- ------------- - ----------- ------------ I - ------------- ------------ ------------- IN N N f I L_J t t - __. --------- ____________ --------_____ ___________ ______________________________________________________________________'________________________________-______________________________________________________-'_______________-_____ ' •' ' _ ----_------- -- ----_--_-_-- _______j______________-_-_____-____________ ______________-________ ____________________-_________________-____ _________-__-______-____-__-_______ _-_-______________--_-____-_______ _____-___--__-________________-_ ___._______-____._______-__________________-______________ _ _ _ ' - - t y --- - -- - -° --=- -------- -_-_------_- L-------------------------- -- -- - --- - -- -- --- - -- r - - - - - -- -- - - _ - - - - - -- - - - ----------------- ------------------------ ----•---------------- 815 815 ep I , rn� a - ` o C o i ---- -------------------------- t t I ' -------------------------------------- -----------------------------------+---------------------------- - -+-- - -- -- - - - -I - - - - - - --- - --- ------ -- ____ - - ----- -------------------__----- ------------- I - -f- - - ->---------------------------------- -- ----------------- - f---------------------------------------- ------- --------------------••----•--r-----------------•- -- ------------ - ------------------- -------------------------- LEGEND PROPOSED Z EXISTING ( EQUIVALENT TO SURFACE IN PLACE Q © CEMENT CONC. PAVEMENT Li STORM INLETS - - Gas LINE FOR DRIVEWAYS (6°) a STRAIGHT CONCRETE CURB CD ,n, STORM MANHOLE -- '+ - WATER LINE -- w ;_; 14 MOD. INTEGRAL CONCRETE CURB SEE DETAIL SHEET 13 1-______________________-__________-_ _________________________ _________________________________ 6-30-03 MISCELLANEOUS REVISIONS GJI TEN �I :- ------------------------- SANITARY MANHOLE TELEPHONE LINE C1 BRICK PAVER DRIVE (SEE DETAIL SHEET 14) O ( ) , - - - ; - ---- - - + -? - ______ - L�y, GAS VALVE - f' - CABLE TV LINE waTER METER E ELECTRIC LINE �F CONCRETE SIDEWALK, 4 IN. 1� COMBINED CONCRETE CURB & GUTTER, TYPE II vo oaTF R[VISIONS RY APPR. o � -Y WATER VALVE o-o-o WOOD POST FENCE © MODIFIED CONC. CURB RAMP, TYPE '0' 18 COMBINED DEPRESSED CURB & GUTTER ASBUILT REVISIONS ' FIRE HYDRANT x-x- WIRE FENCE Y E -+ POWER POLE o-o-o CHAIN LINK FENCE 1 PLAN AND PROFILE -- -- J ® MODIFIED CONC. CURB RAMP, TYPE N 19 COMBINED CONCRETE CURB & GUTTER, TYPE III O UNDERDRAIN FOR DRIVEWAY ",_A" LIGHT POLE �r DECIDUOUS TREE MODIFIED CONC. CURB RAMP, TYPE 'K' �'B' BORROW FOR STRUCTURE BACKFILL _ __ ____ OO REALIGNED STORM SEWER �� E N p I'll" DRIVE / LINE nA n GUY WIRE a w o ------ 1 POST SIGN f - --- -- -r --- - - - -- ---t - Q��F G T DQ O� 1--x J ;,;, 2 POST SIGN CONIFEROUS TREE O BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) 01 REALIGNED STORM SEWER , STA. 21+00 TO STA. 26+00 cn v � MAILBOX 0 BUSH <wn�d ® PROPERTY CORNER FOUND ® MILLING AND OVERLAY r . I�a a-o t 19700381 .. . ! CARMEL DRIVE WEST ' ' ' Q -- O STATE OF <v c� .-- ,� i d � - -------� ---� --- ----- - ----°----------------- -+-�-----•---------------------- -�-------------------------------- ---- --------------------------------- Transportation & w Z T tX`3 t7� I3' Cct itf'1 Its }pp - - �Y- o - - f s. /ND I ANP v }w N _ ,_Q-- N - _N; ________________________.___� V CARMEL �1�J Development Consultants CD��OQ� 6) _� 01 0 �I 0 Ot �� Cv' N� N Cv CV' CN� tv ���NA� �� PROJECT NO. 03-01 DRA,NN TAI I CIlECKE� TEN 7417 S.SHERkW DR. DEED[ROVC IN 46107 (317)790-655 w �Z- - LATE JUNE 13, 2003 DESIGNED GJI APPROVED TEN cn _j x D o E HEFT 4 OF 27 21 +00 22+00 23+00 24+00 25+00 26+00 > O 0 2 t p _ O O CP ' 2 O CT CT O > 2 p+ CT = O p s C 20 0 20 405 MM E Z in Na- m M m (n _ �, _ � Mi V) U cn mi � 3 a Y o E o v .� o ° a v Q .` ° o n o 0 0 0 0 ^o N eo N o = rn o ao ' p 0 U O M M_ W M co � I•-) U M O N O M N w O SCALE: 1 n=20 D .0 = o o I I I M LO N _ , o w CO In M M N Cp- u7 00 d ol'� I.n � O O n I O N c0 O MOB p Q) N O M NTu� \ NO II N M \\ O � N = N d d- + ,n + O + ,! c0 M �� Cn N CURVE NO. 2 A c i + rn o + O MO I O �? "_ M r 000 I u + + ^ o o ,� o M + STR. NO. 45 �I I_ ; J + _� + , „ M \+ M --------- - + �I 7 1 -- - m-------- 1 1\\ - rn N ui + +\� 1 + + 'i.1 C4i + + J I I + w ° rn rri+ R = 520.00' \ + - �- _________ __ M + co INLET TYPE 'B' WITH 13.5 LFT OF + ` vim `° r -----� ------- I I ---------------- + + A = 40.18'50" STR. N0. 43 „ \ 2 + L = 365.88' /, N 15 0 RCP 0 0.50% N STR. N0. 46� „ N r I'� a, ADJUST CASTING TO GRADE RIM EL. = 828.77 INLET TYPE E WITH 8 LFT OF 24 0 CMP r N " D1�ED �E'�fi �F'��' ,AND�� 0 T - 190.88 'r / li't \ w I I I II �/ ; E = 33.93' y\ CP #6112 INV. IN (E) EL. = 825.47 TO RECONNECT TO EXISTING 24„0 CMP `' \ r i iE�TEXT��ErJ' " I/�// �' P.C. = 24+34.74 -?;'�- _ INV. OUT (N) EL. = 825.47 `� RIM EL. = 828.20 \ I I = `\` T ?���� 154 190 W. CARMEL DR. LLC i "� =� ii P.I. = 26+25.62 F __ _ ;; r /� - KIRBY II PARK EAST, LLC II INV. IN (S) EL. =825.40 146 148 CARMEL DR. LLC I \ i i II CLASS III DR. P.T. = 28+00.62 FoQ„ -_\ ` �r_ INV. IN E EL. = 825.32 KIRBY II 146. LLC CLA III DR. ';,1`•I r CLASS III DR. ° „ S NO. 49 glv w FO< -___ 106-136 W. CARMEL DR. LLC \ W=23' ,,�. ___ �-- ,� �� _ =20 II ADJUST CASTING 0 GRADE W=47 II F° ;' . - 2 -_ ��~ F - " ADJUST CASTING TO GRADE I PAUL J & SIGRI __ STR. N0. 44 ���� �� �,i1 ^ J INV OUT (W) EL 825 3 W KIRBY II RETAIL. LLC ;; :� �' II ___°__=____ II ill II +"v, STR. N0. 47 II D K. ZAHNER II III i - _ _ -__ ---___ III DR. NG TO GRADE - -. _� F° �` _ ADJUST CASTI _ _ li II I ° li ° II II --- �______---- �I � " �' w=32' � I ;• �;; STR. N0. 48 r I I I II o IP o :: > _ a F --�-�.Rt.:----T _ I;---______________________ - �,. NG TO GRADE �_ � � �� �, NI � ;� ADJUST CASTI o " � �� .I I� i �p ,�,F°9�„ T - _ _ _ _ _ - - - - - --- �� -'---_ --_-- '�'T T �. ' h J i �` N O / I u II /� i" K __ T N 1,'•. _ cy _ �_ - _��- _- - - - --------- - --.r Wes..-=-------_-- _ _ _ - - - _ <--a F❑ T . ° _ I J J _ F2 +' Cl F2 F2 ; -+ Cl- 1,; //%'/ / ;/ C w ��� --- ------- r�., V /,,. F��f -F��f�T F�I F❑ -F ° ° °F❑ FO FO -e- FO --FO °�-F°❑ P a FO -°FO ��� +� ° ���� CO ° _ � C1 \ .UR�•N0. A K ------------ _ - -� - T - r - - - �� -- - --- -------- v 17 -_------- W Zv F2 C 17 18 C C ° 17 / K r � I z 18 F2 17 18 18 x cn Q ° ° 17 �� r �, P. S + ° / -� ,/� /, O / , F \ W O a °� C1 R �- / FO , / F0 � � < � N 46 5" � F° W r __ -..__ F° a 18 F2 Q \ - - \FO ° ° �__ F_ _- F r ° 17 G '�i, ^\ r � r ..�-_,`;;--_-_ �. I F2 G 18 F° 4 W T \ --.------ F,V C1 z G G F2 K 17 F2 C1 18 C 1 4 17 K 18 ' ' 17 � -rt. F❑ x T - 0 -"- 1 a r o _ - Tr C -- F s -_ s - a r � _ F . ---•- a a U AUTOMATIC T rr\ �___ ___________ ____' _-__--_______-_____ -- _ _____________-_�---- ___ cq F❑ F❑ - Il�d °--- -- -- a H- SPRINKLER REMOVE ° ---=- -� --- - F CORPORAl10N HEADWALL /' % - r - L ----- -- ------ a -- - ------- --- av � /� F4 ° o _ ° a ° ° ° = - • � T / �/ ;, 7 T - ---_; -------------- --- - - F4 \ C1 / - F - T ._-._____� ___________________{tr_____ __ .._ - - FO F❑ F❑ F❑ F❑ FO F❑ F❑ F❑ -FO FO i i OI // •_________________� / n' 7 T - O •---- �� --FO __F❑ a� I F❑ --F❑ rr- 0 _F❑ --------FO -F❑--F❑ -F❑ I C1 // / J T -'- T FO F ��-FO FO FO --F❑ i _ .� -?C\� ° 2 f/ \ x // / �'� ii �� T - T -- 7 .L. T - T 7 T T T 1 _ 1- T L _ _ T T _ T _T ,^i-rT�• /�" - ------_-__--------_ F !1 /_ i STR NO\\ O .+•OO /' 7LASS I R. � � 11 T T T T T T T T T T T T T T T T .\' / �\\ll T Q T -T/T i/ '/I( 'I I jT T T T T T \�T\��--�_ T _ ��F ` �l\ CHE-'OH�\ - /' , 1 1 WIL ON R. & OPAL L. SWANK. TRUSTEES l,, _ , / r I� ---------------------------�\� T INLET TYPE 'E' 1M 42 Rt' '� W=17 ,1'" II I S N C STR. NO. 53 .. ' I N' C '/ •' F2 li r-- Ir,, °; / PROPOSED 11 II I `, , _ '� 20 LFT OF 24"� CMP ® 0.4A%� ,- / DRAINAGE �� ,�� ' .. REMOVE 35 LFT OF --J'i �� �' ' ;\� �i %' iii + >. ` o" ° (CONNECT TO EXIST. 24" CMP) EASEMENT x �` '� CLASS, III DR. + �'` s I ' I �' ADJUST VALVE ADJUST VALVE -� EXISTING PIPE AND (1 ��, �' , N , ,,� CLASS III DR. - o RIM EL=828.75 s oo W=25' "� END SECTION ' - I`„ �� :%'t,-' , N , 3 l BOX TO GRADE BOX TO GRADE _ INV. IN (N)=825.97 0� STR. N0. 51 �` ; ______ EXISTING WALLS TO BE �' + •�__=�`_====-1 = \ W=32 ' , °ye °' o v z I INV. IN E =825.97 x ° J RELOCATED TO R W , 1 I °kF �'N � o ° �' ( ) ��TR. NO. 52 �`b INLET TYPE 'M' WITH 15 ' I STR. N0. 54 � CLASS III DR. , � I D.S EL-825.89 8 LFT OF,T5 0 RCP ® 0.30% I LFT OF 15„� RCP 1.13% I ° 35 LFT OF 15 0 RCP ® ,, '-_____________----------------------------------------------------------_____====�f' °HF q cq . -7 II INV. OUT W EL=826.97 , LINE BY OWNER J W-27 1 ' °HF � N � °' I, !I WLTw 1) PIPE END SECTION ° PARCELi 7 0.40% WITH (2) PIPE END --_____=---.W -�-- ---- U.S. EL.=826.00 RIM EL.=829.25 ROBERTINSON & SECTIONS „_-__ -.-_---- - (D d l(-) L L d a) L L L L N N N L N C C N m N m N m N m N m 0 m m S > S N 0 7 0 0 7 O n O 0 7 0 7\[O) N 0 7 0 7 N 21 + O _ C- O 7 7 7 N W 7 7 W c M m m W m m m m m m » S M N CO N CO N N N N N N CO N d 00 00 3 N d co 00 00 O O O 00 M �" p,.� O CD O E N -- O Oi 0 J i17 C C N �-. CJ L,(-) a- W N W tV M tD N N M p,• cD Cn r cD O� d cD ;� pi 3 p,to M M U (n 00 CD- CV u-i-C M �D CJ, 00 M M r� O (a.i (a O r� C7� cD r�_ d ^ n rY -�. � d' ID �- ;�; O N CIJ - 3 I °�a p p CT N Ln M M M M � M ro N t O Cn d M�r�} i N M N M M Cn M O 00 O I N M N M cD 00 00 rf) d' cl -t N r!') r1 t!-) M f ;- O M cD O d- Cn O Q1 ^ 00 N N M i n cD n � r['7 N - �-00 � O � N N t` � O d" O � n M O N 00 U M oD -M N r[') tf>O p ad-1 U J/�j� (/�''�� �C7 J/�■�+ j/`y, +DTI MO � cD +� O 0N + O N M d O O O O M M + 01 �O M l I/-f� V V/-fN'T/�I� I + M N+• +� Nov n n n oornrnrn � rn + o, rnrn o ao rn 18' LT.C6 � N + + + + + +, +,+ a, �o + + + + + + a + + + + o + + + + 829.28 OHE- OHE"P� + +OHE-'a❑HC-$---❑HE SHE .1� + + + co + + + + �2E�°,41 'D �TEfi� EX SED I`� I -----:-- --- ------------ OHE-- --OHE OHE�OHE` --UUI OHE-�OHE�-❑HE._--❑HE POWER R OIiA I GU ` �,, �- /� /� �(� /� +O5 O' 18' RT. -��` AND DAP A ED DW R1 NCB 829.64 829.28 INSTALL 210 SYS OF + BY OTHERS INSTALL NEW HANDRAIL FROM CLASS III DR. ^ M 19.1' LT. NOTES: REVETMENT RIPRAP 18 STA. 32+00 TO STA. 33+26 I ;;,___ MALL REI I0YAL 1. GRADE TO DRAIN TO STRUCTURES W=31.5 829.24 DEEP ON GEOTEXTILE I _� r ___ - - _ __ _ I _y 2. ALL SPOT ELEVATIONS ARE PAVEMENT SEE DETAIL SHEET 14 I = � '' L27� 1.399; ELEVATIONS - (� FABRIC I N, 829.48 18.6' RT. STIR. No. 55A REMOVE EXISTING ADJUST CASTING II n Z (j� o a �' / 829.22 TO GRADE II °I II q / P & C FARMS. LLC END PROJECT 30' LT. HANDRAIL AND PAUL J. & SIGRID K. ZAHNER `1i �,' II °''� it CONCRETE WALL - - / STA. 35+72.07 -- 82--- `55% 079- -- - -- _ - - - -_- - - - �� LINE 829.11 w F4 N E .C. - i - - ------ - - _______________----_- -- ; a i L A F- s �'�„=^ T _ _______- :_.i 8� 30 --- ---- - 829.10 a _ � ' W �' ------ ---- --- -- - ---------------------------------------___ - --- I I- _ - ;n; `; 9. 380' LT. ---------- ---- -----_ 828.94� 17 x Q Cl 18 --------- -------------------------- -iti -- Ii ` 29.26 89.21 30' 1 0, - - ' I I 30 LT. 3 LT. K 24' Lt, 24',Lt. L '/24'� / i i i i �' 829.32 829.14 30' LT. - - - �� I E * SPOT ELEVATIONS TO LINE 'A' LO 82s.o1 83� i �3s.7 '8 4� a .91 842.6 END CONSTRUCTION �� 24 ;� % 24 BE FIELD VERIFIE 0 0 30' Lr. 828.99 °o C �� , os� ,� � STA. 33+42.50 A LINE rA, CARMEL DRIVE o� 30'9.oz R a r .+ ��. I I I _ CV os� I I i +64.44 0' +89.44 0' - _ } N-) _-_,_..-__ __ / n I I 829.sC 829.%8 +82 660 +39.44 0' - N 88' 46 55 E ,I +64.44 0' 829.55 829.47 j +89.44 0' fi I 829.44 +14.4x. O' _ Q7 0, 4 +7 0' �� r �; 83s:a9 a40.14. 44, 9 �/ 4234 43.0 CARMEL DRIVE 04 bst N�I I 829.46 ±39.44 0 24 r o l I I �! a� 829.52 FARM f I I Q 30' RT. ^j 1 +64.44 0' EC D Z 2 Rt. r /,= �, 0.14' I I I I O 829.30 30' RT. 30' RT. ^I I a� 829.62 838 fa7 2 :1 I .� I I -�I \� -7 � p , r y 82918 829.11 30' RT. '-• I `" I I 1, 18; 9.75 1 29: 5 Rt. _ .14 t. N I 829 03 30' RT. 30' RT I z G - - 8 0� 18 841.'92 4268 K i i i z a:=s=saa=a............ 828.96 30' RT. U ^. 1 'a n_ .� N ,. =asaaaasaa a>!a aaa 828.88 8 80 30' RT. -�,p. 4 I I � saa - __----- 17 _ F C1 18 F4 II a - - as - � s � W j 30' RT. T T T T_ T ----T ------- 829.02 ' �.� r - --------- ----- ---------- --_-_ -. .._. T .-F T 7", ''t T 4v �- E-t.�' « ,-•� \\F4 F F4 FO :tE- _ ❑HE OH t ❑ \ \ \ UHL.;i M-Y� `Hr-- ,-_ ❑ Q - L-==== - ___ --; /� z �'1 I F4 F ti ` ° i.Ry-a�--�`°; aF° -=_ °° N STR. No. 57 ,� o� C `�o `= `;, ° F° Lci �I I ADJUST CASTING + ADJUST VALVE; I TO GRADE , ' CLASS III BOX TO GRADEI I jam' �\ o DR. I CLASS III I DR. ADJUST ALVE o/� � RELOCATE LANDSCAPE I W=29 i , W=29' i BOX TORAD T- __• CLASS III DR. • TIMBERS TO BACK OF I - I INTERSEC770N SPOT ELEVATION DETAIL -r- W=35' �. I \ WALK COORDINATE i NTS w D �; L WITH OWNER I \\ STIR. No. 56 a RICHARD E. & ADJUST CASTING TO GRADE CATHERINE L. MAJOR x 11 SHELL OIL COMPANY I " LH Q > > a > S r I I I fl cu > I I CD T I o > ID w _ \U m °' Of �� Lil x -- O fi l l I I o c I o a 2 I v` j o o a xo � m i l i� II I z a U o m 829.37 W L N _ O -, CT L 3 T C `J �-' t 'O C 6 �'` o o Cr I o - 828.87 �j c� (n W F- --j J d C7 (n W J H W N H Z l M cD u-) M i+) t7> CC] cD cD r- Cn cD O r� O) O) tD 00 110 I s 00 � to r� 00 ,n d- r� N cD r- N cD 00 ^ O M 1D r M 00 O N N M M N M � � o I M � r) � - 20 0 20 40 K E YM A P 1 I r - c r; ,ri o N ri ai ai = c"i r LcS ca 1 cti C. oS 830.35 NT5 rn r) o a, r, LO rn o co rn D N � rn a0 N rn .n 829.85 i 4 00 0 00 U-i " cD o r- ai o <F cc rn r- 00 0� r` O + + + + + + + + + + + + + + + + + + + + + + SCALE: 1"=20' - -- - I LV ------------------------- - .. -------------------------------------------------------- ---------------------------- - ----------•---- ------ -- -------------------------------• ....... -- ------------------------------------------------------------------------ -------------------------------------------------------------------------- ----------------------------------- --------------------------------- ---------------------------------- ------------------------------------- I I I 29.86 830.29 29.36 2 �,, �,� 828.79 I I I I -- - ------ I 829.84 - - - - - r - - - - r - - - - --------------------------------- ------------------------------------ 1- - --- - --------1---------------- - - ----- ---- - -- -- - -- - - - --- -- f - ---- -_ ---- ' t � 829.34 - 829.76 ----- - - --- i �� Rt.829.26 829.70 I - - I - - - - I ? 829.61 - ------------------------ ------------- ------------------------------------•---' ---- --- -------------------------------------------------------------------------------•------ -------------------------------------------- --------------------------------- '..----• - ------------------- -------- -------- ----- - -- ------ ----------------------- - - - - _ I_ . - , + ± _ - _ - - - ------- - 8291 829.11 829.53 -- _ - Ti PRt1ti Ai TT -+ -1 I G 829:66 ,P __ i i 850 --- - - 829.03 ' x U5. P 829.44 828.94 ----- �.• 830.47 x1��y� .Q 829.97 829.56 - - i -------- ------------------------------------------------------- --------------------------------------------t------------------------------------------------•--•-------------------- - - °-------------•---------------------- I-----------------------------------------1----------------------------------------- ------ - --- --- - -- - - -- - -----i•---------------------------------------- - _-_ --- _-__ -- - --- - - 829.06 845 829.65 I 829.15 vSt 829.56 829.06 --------------------------------------------`- ----------------------------------------=---------=- - I ---- -- - - ----- - - --- t _ _ _ _ _ ___t_____________________________r_ _._r____.__________.__.__.__._______._ -._ _ __i__ ___a -__ -- I I ----- I I -- ---- �� 828 97 840 I I ---- - -- ---- I I i L J Cq - -_ R ----- ------------ I �MQ PR � Pte. -- -- --- - i ---- - ; \ 829.53 --- - ; 829.03 �P ---- --- - - _ r L ,J I 835 829.25 ---- -- I ; -, 829.75 -- __ I I I I I \ P ; - I \ x �O 829 30 I I I r ' PARKING LOT SPOT ELEVA110N DETAIL � ° N TS / ----------------------------------••------------------------------------------------------------t-------------------------------------------- -----------------------1------T---- ---It--- ----- --�-- -- -- - -- --f-- --f-- - -- - pig � -- �- -------------- - ---------------------------------•--------------- � -------------------------------- -• -......---------- ------------------------------I --°°--°-•-°°- --------......-----°------...-°----- -•°-------------_°____.._- =r' I 825 _ - - - LEGEND PROPOSED y 3 Z EXISTING �S EQUIVALENT TO SURFACE IN PLACE o Q © CEMENT CONC. PAVEMENT 2 z a -- - - -- - STORM INLETS - GAS LINE FOR DRIVEWAYS (6") 1Q STRAIGHT CONCRETE CURB w __ ;� STORM MANHOLE W WATER LINE SHEET 1 _ _----------------- 7/14/03 REVISED SOUTH LEG OF INTERSECTION GJI TEN D ---------------------------------------------------------------------- ------------------ I ------------ - - -- - - ----- --- ---- -- -------•-- --------------- ----- -------- ------------ (D SANITARY MANHOLE T TELEPHONE LINE C1 BRICK PAVER DRIVE (SEE DETAIL SHEET 14) 14 MOD INTEGRAL CONCRETE CURB (SEE DETAILS 3) _ --- ------__ 4 b. GAS VALVE cTV - CABLE TV LINE NO DATE REVISIONS E3Y APPR WATER METER - F ELECTRIC LINE FO CONCRETE SIDEWALK 4 IN. 1(� COMBINED CONCRETE CURB & GUTTER, TYPE II WATER VALVE o-o-o WOOD POST FENCE 0 MODIFIED CONC. CURB RAMP TYPE 'O' 1® COMBINED DEPRESSED CURB & GUTTER ASBUILT REVISIONS ,s FIRE HYDRANT x-x-x WIRE FENCE ' PLAN AND PROFILE Y E - ± POWER POLE o-o-o CHAIN LINK FENCE ® MODIFIED CONC. CURB RAMP TYPE 'N' 19 COMBINED CONCRETE CURB & GUTTER TYPE III m o �6 Q SANITARY REPAIR GUY WIRE E. N n n J >. LIGHT POLE DECIDUOUS TREE MODIFIED CONC. CURB RAMP, TYPE 'K' ®'B' BORROW FOR STRUCTURE BACKFILL ��� CARMEL DRIVE / LINE A l a w o-------------------- Q N�A - 1 POST SIGN x x 'I 2 POST SIGN CONIFEROUS TREE O BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) C STA, 32+00 TO STA. 35+72.07 �► ~x Q �J NSA � MAILBOX 7/ �cis 1 ® PROPERTY CORNER FOUND ® MILLING AND OVERLAY I�o_�� _ __ I 19700381 i CARMEL DRIVE WEST Q - - O STATE OF w N CD I Transportation & �. o Imo- rte' cv op oo a�' rn rn CD! ND I AN V CARMEL TEN Development Consultants z w I I I S'� �� 03-01 DRAWN RH CHECKED 3417 s,SUHAN D BEECH RUVE,m 46107 917)7e0-1555 WWp�t- oo; rn CD cal Imo, �. ca• co r� r--1 oo ANAL PROJECT N0. rr md!�t QZ w o �'z i ee Go se wWWL..o rY U)x J� x�o�� i DATE JUNE 13, 2003 DESIGNED GJI APPROVED TEN SHEET of 27 32+00 33+00 34+00 35+00 c 0 Li 3 a- d 3 3 m Z c CL :3 N N 7 7 r ! 3 CD Q) 0' _rn C9 3 3 C7 (9 O O U C J J o 2 2 ir) 00 J = � N CL I O cD LQ) m 0�0 -C t` � W LJ \ Li M N N N� r-) � N O ,-) NO N Z � ON� dO- N \ Ln CD m O) \ \ N ao + cD 00 co + O + + + � r� + 00 + STIR. N0. 59 + C-4 + + + \ + INLET TYPE E WITH N ° 27 LIFT OF 18"0 RCP ® 0.56% INDY INC. STR ° . N0. 63 \ \ h w RIM EL=828.50 M MANN N 11 0) STIR. NO. 64 INV. IN (NE) EL=826.30 OF 18"� RCP ® 0.50% + ° OF 18 0 RCP 00.50% �� \ \ CURVE NO. 3 C' N, INV. OUT (SW) EL.=826.30 RIM EL = 829.75 f INV. IN N EL = 826.85 RIM EL`= 830.45- — — — _ _ �\ 1 \ R = 400.00' 20 0 20 40 INV. IN (NE EL = 827.74 — ° INV. IN E EL--F-826-.85 — 1 e = 40'00'00" INV. IN E EL. = 827.35 � -- k NV.-OUT�(SW) EL = 826.85 S + \ L = 279.25' INV. OUT S EL = 827.35 0) Z .<. �� ` ° \ SCALE: 1"=20' � T = 145.59 \ ° .._— ° ` ° ° _ ° ---t— °—— °-- o__0 ` \ E = 25.67' ° + I -,1 P.C. = 71+00.00 P.C. STA. �-��00 0 , ° '— _ — oNE�°HE—' ' + �� — _ ° P.T. TA° 73 1'\.25 P.I. = 72+45.59 o .• '" /r \\\. `._� o P.T. - 73+79.25 \ i W r i ---------------_ -- ----_-- CP #6111 �\ \SF \ 18 I CURVE 0. 3 'C' { 17 12.12' \\� ri ,qq _ mum ' 17 13.39 mum K &Am _r ,;t - mom i i" - ----- LINE 'C' 7� --q - �7•. ` 1p 1 z -' �''- ,T.. ,,,,,,��' F° —F° -- A-r`�.,-_ - -.-. - _;'-° - -__ ___ ----- -- .'P.�-- _ EN D _ - -- -- = __---_ - _ TION - -0 CONSTRUIC =-_ STA. -- ,, -- 1 _,- — C LINE C _- = - �0' H /� _ � _ p L' E A F R W 14 C 2S x6S O fir` ��- ii S STIR. NO. 61 �- O G `o �- y o �t IN TYPE J WITH 12 LFT OF ' ' '' II STR. N0. 67 ��� �\ 12*0 RCP ® 0.50% Cf� -OUT PIPED ND INSTALL 22 EXISTING OF 14 14 RIM EL = 828.87 r-D. x 17 f ''" " ���- INV. OUT (W) EL = 826.91 s� 15°� RCP ® 0.50% STR. N0. 62 STIR. NO. 65 INV. OUT (SW) EL. = 827.85 " K1 REMOVE INLET AND 121 ADJUST CASTING LIFT-OF-EXIS-T[N-G-PIPE- - ---- ------------=---- --------------- 5' STIR. NO. 60 TO GRADE �--- --,,----------- ----------------- ----------,- -- r.' REMOVE INLET AND 101 CLASS III DRIVE (� ".��`; _==J> LXI ` STIR. 0. 66-- LIFT OF EXISTING PIPE W=28.5 Q� 14 K1 INLET TYPE J NTH 11 LIFT OF 12"0 ZCP ® 0.50% JOHN S. KIRBY, III & JEAN H. KIRBY RIM = 829.63 INV. UT (W) EL = 827.40 `14 TO UIRA"IN LOT J Q LLI �° 0 °0 C'4 (V L° � in Z C p O N O � KEYMAP _ )N — I CO NITS � � Lc !) c0 d- n n CK L) N a0 N M L1-) L1-) d i d to 00 N N + + + + + + + + + + + + + - _ - - #6111 - PK NAIL SET i STA. 73+09.04, 17.26' L -- ----------------------------- -------------------- ------ -- - ---- -- ---------------------------------------- -------------------------------- ----------------------------------- ------------------------------------ ------------------------------------ ------------------------------ F----------------------------- V. = 830.642 ---•I ---------------- --------- - --------------------------- - -- - - --- -- i I I RIO II ____________________________________'______________________________________ __________________________________ _________________________________________L_____________________._____________ ________________________________ ________________-___________________ ______________-__________________--___ ________-_______________--______________ ______-___________________-________ _ _-_________________________________ __________________-_______________ _______-____________-__-_____________ ------------------ ----------------- ---- -° - ------------•----••°•-•--------r------------------------------- -1 - - -- - - --- ----t r I- 1- t- 7 r i i II I — — — — — — — ---------- — - --- — — - ------ ------------------'---••-'-- — -- ----------------------------- -------- — ----------------------------------- ------------------------------------ - ------- ------- - t -- -- -- --- - -___ - - t-- ----- - --- 3 -+ � + r -1- I t 835 _-- VOL 0, 8 5 F I ----------------------- ----------------------- - — -- — — — — — -- t ———— — — - --- -----------:—----------------- - --- - - -- ----------- -------- — — --— — ----- ----- T - 830 830 --T - _ - - - - - STR; 64 - � _ --- I t — ----- - ----------------------------------- --------------------------------------- - -- - - - -- '- - - -- - - - r - - - - _- - - - --- - -- _ �_ - - - - - - - - - - - ------------------- - - -- - t r - 1 1 -! - - -------------------- - -- - -40-,R40P---6--0:54% ---___--- --- - + ------ ------------r _--_ i1 - -------------------------- --- 2 1' ---------- I I INV-R27 R5 I ' ------ 8 825 _ ----I = _ I IINV.— (14- - --- ' _ ----------------------------------------- I - tt- -, -- I I � i ---------------------------- ---------- - - - - -- - _ _ -- -- - - - - - ---- - ------t--------------------------------------- ----------------------------------- ---------------------------------•- I ----- --------------------- ------- - ------ -------------------- - ----------------- ------ ------vcp ------ ---8 2 0 ----_— ------ -------- -J ------- N 'ny _ ; I — I INV N N ; INV-- -- N ' ' --------------------- _ ____ ________ ____---------------------'--------------------------_ _ INV _____________--------------_______________________ --_____—_—____—------—___ __________________________________— ______________________________________ .___________.__________------------__ _____________________-___________ _ 7 ______ _ ___----------___—_______--- __________ _ —_ _—_------------ ___________ _____________•__—____ ____--__ 815 5 � I I I I t I ---------------------- ------------------------------ i -----------------------------.--------- -------- ---------------------"---------------- ----------------------- -------------------- — I — — {----- ------------- — ------------------------t---------------------------------------- --------------- ------------------------------------------------ - ---__------------ ------------------ LEGEN D PROPOSED 3 co EXISTING O EQUIVALENT TO SURFACE IN PLACE rill 111 Q © CEMENT CONC. PAVEMENT z STORM INLETS ---- GAS LINE FOR DRIVEWAYS (6") 1© STRAIGHT CONCRETE CURB - STORM MANHOLE w - WATER LINE -------------------------- ,_: SANITARY MANHOLE - T - TELEPHONE LINE C1 BRICK PAVER DRIVE (SEE DETAIL SHEET 14) 14 MOD. INTEGRAL CONCRETE CURB (SEE DETAIL SHEET 13) _-___________---____________ 3 ---------t---------------------- - -- --------------------------------------- -___ ASBUILT REVISIONS �y Gas VALVE - TV CABLE Tv LINE O CONCRETE SIDEWALK, 4 IN. 1� COMBINED CONCRETE CURB & GUTTER, TYPE II No. DATE REVISIONS BY APP W,I WATER METER E ELECTRIC LINE Y o WATER VALVE —�—� WOOD POST FENCE ® MODIFIED CONC. CURB RAMP, TYPE '0' COMBINED DEPRESSED CURB & GUTTER 1 ADDITIONAL STORM STRUCTURE NY 0 FIRE HYDRANT x—x—x WIRE FENCE O2 CURB TURN OUT PLAN AND PROFILE J E M -� POWER POLE o CHAIN LINK FENCE ® MODIFIED CONC. CURB RAMP, TYPE N 19 COMBINED CONCRETE CURB & GUTTER, TYPE III E. N GUY WIRE �3 N/A m v `� DECIDUOUS TREE ' Imo/ LIGHT POLE © MODIFIED CONC. CURB RAMP, TYPE K ® B BORROW FOR STRUCTURE BACKFILL _____ ______-_--_-_________--____ -------__-______-__________r____ ���► T R W 1 POST SIGN STA. 70f50 TO STA. 75+00 X 3Z 2 POST SIGN CONIFEROUS TREE O BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) cn <vD MAILBOX 0 BUSH ; ' • ® PROPERTY CORNER FOUND ® MILLING AND OVERLAY 19700381 CARMEL DRIVE WEST S F ; � TA 0 Transportation & STATE �v I a Q - - - - ---------- - - -------------------------- -- - -- ----•------------------ ------------------- ----------------------- - -- -- - -- - - F AND I ANP CARMEL Development Consultants Z 1 ----•--- — - ---------------------•°--------------------------------------------- --------------------°---._------ ---- ------------------------------------°lam __ - _. -- w Z - - �Ii•r-3 N; ---------- --� — ---r;,� �- 1-C7�'__ —�p?�" ��'— ^ t'f'r O r— — DRAWN CHECKED ED n s suLarr�na eL�cN rrovL,to n6tas can>>ao-i LI)�---- L�-,, - s � 03 01 RN � TEN 7/ �5 ��'—> w O LAJ ' i TONAL �' PROJECT N0. AM ww��� a, a,, - ai rn! rn o o; o, O o CD oI 0 w zz ! DATE JUNE 13, 2003 DESIGNED Gil APPRoV[D TEN SHEET of �� w„� wcn0_o - XDoL,12 71 +00 72+00 73+00 74+00 LIGHTING LEGEND PAVEMENT MARKING LEGEND , '' / ❑E COMBINATION POLE, TYPE 'A' 31 SOLID, WHITE, THERMOPLASTIC, LINE, 4" WIDE AS BUILT DRAWING -�--- ___�_s j,f � > > > > T o , LIGHT POLE, TYPE B OR C 32 SOLID, WHITE, THERMOPLASTIC, LINE, 6 WIDE (STANDARD CROSSWALK) s � ASBUILT REVISIONS (AS SPECIFIED) 33 SOLID, YELLOW, THERMOPLASTIC, LINE, 4" WIDE _ )NAB_ - _ WIRING TO BE 2-#8, 1-#4 'SIGN t Mr'ORAP TAINT X ' GRND IN 1" PVC CONDUIT 34 BROKEN WHITE THERMOPLASTIC LINE 4" WICK Y 6+ I �� �� II TEETH DELETED WEATHER-TIGHT CAST 35 SOLID WHITE THERMOPLASTIC, LINE, 2' x 15' (ZEBRA CROSSWALK) /i �/ . ,'� ` J ALUMINUM CONTROL BOX ' 36 TERMOPLASTIC, TRANSVERSE MARKING, STOP BAR, 24" WIDE 37 THERMOPLASTIC, PAVEMENT MESSAGE MARKING, LANE INDICAl10N ARROW ,4 40 0 40 80 NOTES: 38 O THERMOPLASTIC, PAVEMENT MESSAGE MARKING, WORD (ONLY) '1'\ 1. SEE SHEET 14 FOR THE SCHEDULE OF POLES 00 / SCALE: 1 =40' FIXTURES, AND POLE BASE DETAILS. THEMOPLAS-TtE;; ANSVEgSE IvIARfEfNG, WHITE, SHARKS TEETH INSTALL LIGHTING POWER / 40 TERMOPLASTIC, TRANSVERSE MARKING, SOLID, YELLOW, CROSSHATCH LINE, 2. POLE BASES SHALL BE NO CLOSER THAN 1 TO THE BACK DISTRIBUTION PANEL. // OF CURB FROM THE FACE OF THE BASE. 24" WIDE ® 20' SPACING FIELD LOCATE TO AVOID INSTALL TYPE % EXISTING CONFILICTS. 'B' LIGHT POLE / // 3. TYPE 'A' POLES ARE ALSO SIGNAL POLES. SEE SHEET 9 41 SOLID, WHITE, PAINT, LINE 4" WIDE O N / �f FOR MORE DETAILS. C) COORDINATE WITH N+� INSTALL TYPE -I- o CINERGY FOR POWER. �.r� 33 'B' LIGHT POLE + o o a CO I O O x ° a , ,���� •-- I O I 38 1 a 1ti� -�.- ° a o li �-- m 31 e"A 1 + 12" 2' O.C. (TYP.) I I 39 INSTALL TYPE � p 'A' POLE 71 +00 Q 37 32' ° ��� ,�' p 12" ♦ ♦ ♦ v ♦ ♦ ♦ T ♦ MATCH INTO EXISTING RESET SIGN TO _ = 41 ( ) PAVEMENT MARKINGS UTILITY STRIP INSTALL TYPE ° ° — ° — ° '' `� SHARKS TEETH DETAIL - – 'B' LIGHT POLE �'�x 0 oS�o� +.s 20 STALL TYPE 'A' POLE NTS — — o l e _ — — 31 -- — °' PR AI AGE � � e' � i ,�� ' \ INSTALL TYPE 34 ------------- _ – – 3s eo,�. 'B' LIGHT POLE p0 33 — — 12' 12' _ �C 33 — — 34 7' 10' 41 (TYP.) CARMEL DRIVE 12' s 11.3 - - - 12' 33 38 37 4---- \ 32 � � -` 33 -�� INSTALL TYPE _ 40 TYP. 1�' \ 36 12 — — - — - - - — \ - 32 C LIGHT POLE 31 — 12' 32 -T- 31 � 12 � r- __ _ 12 20 \ REMOVE SIGN,� - -- - 12' 34 31 36 32 \ SALVAGE TO 4' —� ` 12' y' \`� — + — — \ 33 1?� 12 33 �� \ qS TEI DORA/ r FA�NT CARMEL 37 , M T X DELETED — — a o --_ - 7 38 12, c1q 12' 12 40 TYP. \ / INSTALL TYPE � '' — --_ 2' 33 ,� RELO TE SI C LIGHT POLE ,�6 , INSTALL TYPE - RELOCATE ��1' TO K 7L�/ SET NEW SIGN & POST �� B LIGHT POLE - 12 SIGN TO v \ DO oo xo1r -- ---. ----- _-- SET NEW SIGN - 12' BLoa� , o ° BACK OF o 12 \ -RE SE SIGN & POST WALK °RELOCATE MONON SIGNA INSTALL TYPE �` �, 1 i A POLE o °POLE WEST OF TYPE B, 33 /PROTECT MONON R10-7 YI8-D + R1-z -+ LIGHT POLE IN UTILIT,Y� \ SIGNAL DURING �DDEp TO 10R INSTALL TYPE STRIP / ``' \ 33 40 . , CONSTRUCTION A POLE �--�' °�� �,� �,�`' XO X24° °� INSTALL TYPE / �` ;;� . 1 END X3o CONST�UCTIDN SEE TRAFFIC SIGNAL PLAN FOR 'B' LIGHT POLE @ ' \ :` p RELOCATE SIGN TO OF CARP IEL STREET SIGNAGE AT INTERSECTION \39 >i / PROTECT MONON BACK OF WALK ``� �, p FOR E145T BOUND TRAFFIC \ 40 33 °a,� RELOCATE IN o SIGNAL DURING 35 TYP. �� SIGN TO BACK C) CONSTRUCTION 33 \ \ OF WALK -� / \ \ SET NEW SIGN-AND N I o POST w C) O ° + ,� \� , INSTALL TYPE m O O O ' P �� w 0 0 0 0 0 , �� , W3-3 C LIGHT POLE CD O �' + / / i �o ,�. cn �- + X , 1 o � ��p/ ° / � RELOCATE MONON � �'`� SPLICE WIRING AND CONDUIT o RESET s\`` SIGNAL POLE TO g INTO EXISTING PEDESTAL + / SIGN \ ��., \ BACK OF WALK 00 A INSTALL TYPE U-) / 33 \ 34 — _ 0-4'C' LIGHT POLE �- - - - - �o RELOCATE SIGN TO cn RELOCATE SIGNS RELOCATE SIGNS BACK OF WALK 12 – ' w w TO BACK OF WALK TO BACK OF WALK + 11 11 °y+ INSTALL TYPE \���� 12' m — '; 'C' LIGHT POLE _ — A. — S 12' Q — . 12' — -----.---------rt. w – – – -- -- --- ----- ------- _---_--- ----------- _ _______________________" " o RELOCATE SIGN TO V) -- ---------- ---_ – --- -- ---- �� '; 'I BACK OF WALK --- 34 _— I II Q _ _ 34 12 — — — — 33 II II IY _ 0 33 12' MATCH INTO w 12' — 33 40 TYP. CAR DRIVE - . EXISTING PAVEMEN a II: w CD 12' - 34 MAR1CtNGS w _----_�— ------------- ,\\-- �� — _ " 7/14/03 REVISED SOUTH LEG OF INTERSECTION N Ln - `� GJI TE _L - `j` �, ( //�. -� a +JRa..q.•h Y �'� %JJ -- INSTALL TYPE ^� o o ' °`ab --- I PA VEMENT MARKING, LIGHTING j 'z,� Q �, II C LIGHT POLE �� ° ° E- N - W d'(✓` —may X�Q � ,�_.___==—_- - � I ° � 40 0 40 80 �Li �� INSTALL TYPE " AND SIGNAGE PLAN < II z ' �'' 'C' LIGHT POLE F SPLICE WIRE AND CONDUIT SCALE: 1"=40' / 19700381 L INTO EXISTING PEDESTAL O STATE OF CARMEL DRIVE WEST cL << I I I i z�� n / P Transportation & 1 . �_ ND I AN V ARMFL De velu must ('on,sultants ai I S��NAL �� I�� ��, - �;I-.,r, �;;._, 03-01 t;:"..wvrd RH l�- r.._:..r, TEN a�� -��ti :,����- ti7 «L._,A:,0 X'_ cs F o It JUNE 13, 2003 �F�;�_l ��� Gil ,l t 1. d:' TEN r� V 27 W W W�. J) �, i H n / LJ �2-7LOO z � o NOTES: PHASE DIAGRAM 1. ALL CURRENT INDOT STANDARD SPECIFICATIONS 01 02 03 04 ° SHALL BE USED WITH THIS PLAN. A. e � 2. CAMERA MAST ARMS SHALL BE DIRECTLY OVER SIGNAL MAST ARMS. OFFSET ON PLAN IS FOR <__________� VISUALIZATION PURPOSES ONLY. ----------> n —�— A u, 3. SEE PAVEMENT MARKING PLAN (SHEET 8) FOR 20 0 20 40 Q) LOCATION AND DESCRIPTION OF ALL MARKINGS. uV' 4. CONTRACTOR SHALL COORDINATE WITH CINERGY SCALE: 1"=20' 05 06 07 08 R DURING OVERHEAD ELECTRIC RELOCATION FOR CARMEL DRIVE FLASHES AMBER # sT,.,, - p SERVICE POINT CONNECTION WITH POWER CABLE LEGEND 3RD AVENUE S.W. FLASHES RED o CONDUIT. 3 SECTION (12" RED, 12" AMBER, 12" GREEN) SIGNAL a INDICATION 5 SECTION (12" RED, 12" AMBER, 12" GREEN, 12" AMBER o I llo; r NEW HANDHOLE `;, �-� ARROW, 12 GREEN ARROW) SIGNAL INDICATION f I v , Ij - --- -- 2" GALVANIZED STEEL CONDUIT CD NEW CONTROLLER ; II + O II° 8 HANDHOLE r• p II + 71 -}- I SIGNAL CANTILEVER STRUCTURE MAST ARM AND FOUNDATION 00 00 o I , r, cn LL, O OO PEDESTRIAN POLE STRUCTURE AND FOUNDATION POWER CABLE ± o �� � NEW HANDHOLE 0 0 SEE_NOTE 4 ° N —� DETECTION CAMERA AND MAST ARM ,Y-ti NEW COMBINATION POLE, 38' SIGNAL ° ���' I Illuilllilill u' � ;I x° � & 25' CAMERA MAST ARMS ON NEW X 4"3c/14 � 18" PEDESTRIAN INDICATION WITH INTERNATIONAL SYMBOLS, f: sr O - STEEL STRAIN POLE FOUNDATION � s 8-5c/14 NEW COMBINATION POLE, 38 SIGNAL & PUSH BUTTON, AND SIGN (R10-4b) 4"7c/14 " 3c/14 30' CAMERA MAST ARMS ON NEW STEEL O 4"CX € 2"5c/14 3c 14 °s STRAIN POLE FOUNDATION ^ 8 PHASE FULLY ACTUATED CONTROLLER AND CABINET PEAK 7c/CX r 2"5c/i4 " `�' TRAFFIC, ON 'P-1' FOUNDATION. LJ PROPOSED DRAINAGE EASEMENT --- ._ � � � � 3c/14 ---- --- _ s- 7c 14 2-5c/14 � / ,, Q�pQ oy CX 7c/14 - _-- -- - 1— - - - - - - `— } - - -- 'I' - _ - — Cx ,--r OVERHEAD STREET NAME SIGN (SEE DETAILS ON THIS SHEET ---- — _ I AND SPECIFICATIONS) it C CAMERA DETECTION ZONEHT ------------ \ --- - Dy------ E EAR CX COAXIAL CABLE IN, F —_ _ SNS-2 \ O MEL <>1 c� CAR DRIVE IN. -- -- - - \ „ \ (35 MPH) . e O SNS-2 - 3c/14 - - -- - 2"3c/14 I G 4"5c/14 0 5c/14 cD 3c/14 - 7c/14 2"5c/14 G G --_ G 2"7c/14 \ --- - - - - G — CX I ( G G ❑ F ___ — �° ---- — F° ❑ - — — _ — _ _ \ NEW HANDHOLE FO Ll v ... . C1 - -- F-❑ --_—_ F EI r, p F p — — -- . �' ,: -- o ��,• SIGNAL SERVICE T- L 7 _� ♦ - --. ❑ r� F-❑ � - � ,d•�- <y . ❑ ❑ F- ❑ ❑ PROPOSED , F❑ F❑ DRAINAGE � --, ---- --___— —_ _ F❑ EASEMENT --x/14 0 `} —I PROPOSED R/W �� ; VIEW HANDHOLE x�'h�,�• 3c I NEW PEDESTRIAN POLE ; � „ �, —1 r •�� �� I + 2"5c/14 Ab -= NEW HANDHOLE "��, :� I ,,�, o 7c/14 "`� w I NEW HANDHOLE Cx � X NEW COMBINATION POLE, 25 S1,8NAL I SIGNAL SERVICE ;; ,yp�� & 15' CAMERA MAST ARMS ON . EW I I \ z: - NEW COMBINATION POLE \-4- STEE,'STRAIN POLE FOUN O ATION I I --------------------------------------a \ --------------- ----- --- - _ 38 SIGNAL & 25 CAMERA ° MAST ARMS ON NEW STEEL ° I STRAIN POLE FOUNDATION ' O PROPOSED— DRAINAGE \ EASEMENT Ak 8'-0" 7'-6" i N Z a 7/14/03 REVISED SOUTH LEG OF INTERSECTION GJI TEN N AS BUILT DRAWING N� DATE RE /IS�oNs R; APR 1,00 > 00, -D AVE . S . W . W. CARMEL DR I 3R ASBUILT REVISIONS `n O1 N/A ��° 2 N A TRAFFIC SIGNAL PLAN w 6J" O / Q° 6.9" 82.3" 6.9" 6.1 77.8" 6.1" EL J.,U Q W U p Q3 N/A XXUJ J�uLL� m�'� ' SIGN DETAIL SIGN DETAIL CARMEL DRIVE WEST Transportation & T SNS-1 SNS-2 CARMEL Development Consultants U)z n PROJECT NO. 03-01 DRAWN RH CHECI<F C7 TEN n s saxrav w BEECH woof,IN asim yam Leo-is3s w ww��� N.T.S. N.T.S. w(n o z z DATE JUNE 13, 2003 DESIGNED GJI APPROVED TEN SHEET OF 27 0,U)�w° X�oE� ROAD CLOSED ON TYPE III 1 BARRICADE 1 (R11-2) / % 60 0 60 120 SCALE: 1"=60' ° o i 1 � o p III + o ✓ o I i U-) + o C) co END 1 + o r` �; + + - - •- + I -- - —<, , - — o - — I . i -_ _� _ -- _ ------- - --- �� (R3-1) 1 2 // _ - _ _ Y� (R3-1P) NO RK�IiT TikiN � �(Z T LEFT LANE CA CLOSED - - _ — RME -- -- - --- - - / C) I - e _� . -- L DRIVE _y ROAD 1/2 L&E Y CMrSTRUC LEFT LANE T d T _ 11 .E CLOSED ! - � ---- — — iW20-5(L) 11600 FT 1/2 MILES (W4-2) F (W20-1) j 2 0 [1 MILE] (WI-) 13+75 t 1 5 = 1500 FT.i (FLASHING (W6-,3)__ ±1 2 MILE ±1000' ARROW j NO LEFT I II±1000' ± BOARD) Tce Q f, p ROAD ±500' 18+15 CLOSED (R3-2) X o � (SEE DETOUR DETAIL SHT. 12) � � � (R3--2P) ON TYPE III BARRICADE ±1300' ±1250 ±1000' i I � J RIGHT LANE .I - m CLOSED LQ SM FT i i i i W I o I C) 0 0 0 0 33+45 0 ° I o 0 0 0 0 } 33+20 + FLASHING + ►i RIGHT LANE ROAD + + p ± N (W6-3) ( ARROW r7 I I WT CLOSED CMISTRUC - 00 rn M �`� V2 MLE 8/4 1�E r.>i cv M BOARD) 34+80 I RIGHT LANE (W4--2) 1►S18T - TI�iN i60HT (W20-5(R) z 1500 FT. W20-1) J ` 1/2 MILE] [3/4 MILE] o. - a , s ► rr (R3-7R) R3-7R O u - --- --- ----------- - ------ W - � o Ell i / 0 -- O ' _ �— - CARMEL DRIVE IV �-�-_ K +J +I 2 +I - - -- ---- - - - - - - CARMEL J 2 - - - `� - ------ . -- ---------- --- - ---- 71 01 CONSTRUCTION AREA 10' MIN. 10' MIN. -2: WIDTH VARIES LANE LANE END TRUC (SEE DETOUR DETAIL SHT. 12) (WB) (EB) 1 Zi MILL & OVERLAY - 35+10 I I OR FULL DEPTH ' (G20-2) I � REPLACEMENT Vol` 2 1xD AS BUILT DRAWING EXISTING FULL DEPTH PHASE I EDGE LINE ASBUILT REVISIONS ASPHALT O N/A WIDENING TYPICAL SECTION O N/A N.T.S. NOTES Q3 N/A 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. J L CONSTRUCTION SIGN 3. EAST AND WEST BOUND TRAFFIC SHALL BE MAINTAINED ON CARMEL 2. MILL EXISTING SURFACE AREAS WHERE SPECIFIED N0. DATE REVI IONS BY APPR, DRIVE AT ALL TIMES. TO 1 .25" BELOW FINAL GRADE. ;%i CONSTRUCTION AREA �JE 0) 4. PEDESTRIAN TRAFFIC ON MONON TRAIL SHALL BE MAINTAINED 3. CONSTRUCT NORTH HALF, INSTALL ALL STORM STRUCTURES ® TYPE III-B BARRICADE (12' SECTION) � E. ►v po MA INTENANCE CF TRAFFIC - -� W o AT ALL TIMES. AND TRAFFIC SIGNAL INSTALLATION. PUSH CROSSING CONDUITS ���1 T R o � --< 3Z UNDER CARMEL DRIVE TO SOUTH HALF OF RIGHT-OF-WAY FOR 1 TEMP. PAVEMENT MARKING, 4", SOLID WHITE, PAINT PHASE 1 �J 5. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND PHASE II CONSTRUCTION. 19700381 CL- N�Q BUSINESSES AT ALL TIMES. O2 TEMP. PAVEMENT MARKING, 4", SOLID YELLOW, PAINT p, STATE OF �� CARMEL DRIVE WEST ' i W Za 4. COMPLETE FULL DEPTH PAVEMENT CONSTRUCTION AND F /NDIAtk Transportation & 7-- w SS, �C� CARMEL 03_01 DRAWN RH CHECKED TEN Development Consultants ww �� 6. ONE HALF OF DRIVES SHALL BE REMOVED, RECONSTRUCTED AND WIDENING TO BINDER COURSE AND INSTALL CURB AND GUTTER. INDICATES TRAFFIC FLOW TONAL PROJECT NO. °S SN RM0. DR BEECH 0°VL'N 46t°' t31"'°°1 5 � 0QZ ww Z- CURED BEFORE THE SECOND HALF IS DISTURBED. 10 �� Wwwo DATE JUNE 13, 2003 DESIGNED GJI APPROVED TEN SF�EET OF X�OLzm C) C) C) + C) C) 60 0 60 120 V— + C) + C) 7 + C)+ C) C) SCALE: 1"=60' LO ul + C) r*11 I V-- C) + co + C) C-) + 11+75 + CD C1 00 + (G20-2) C) C) 0) + I I ,6�— I I V- C) /x +----------------------------------- -- L-jL II I ----------- ------- --------- II ------ -------- 2 0 2 • Q1 -0 % Riffiff LAW CLOSED ROAD 1/2 MLE o CONSTRUC R&ff LANE I LMLE CLOSED (W20-5(R) 1500 Fr 7 ------a [1/2 MILE u 41 W20-1) J '� �� Qr� ,' , d' (W4-2) -- 1 MILE 11+75 N20-5(R)� FLASHING 2 �1500 FT.T 15+50 CD ARROW o . 2 MILE + BOARD) (W6 7 ± 'J 10001 110001 CVOc 500' i I I 0 (SEE DETOUR DETAIL SHT. 12) 18+15 (R3-2) (R3-2P) J �� (S' 50 \Q3, ±1250' ±1000' ±1300, Q) LAIE CLOSED IM FT CD Q) C1 C) CD If) C) C) C�l C:) C) 34+35 CD -------- + ------LANE CD CD C) CD + 33+20 + (FLASHING LO LANE ROAD + + + + %— I(W6-3) CLOSED 00 C) ARROW C4 C4 BOARD) V2 MLE 3/4 MILE 344-80 WffLANE Jil ------------------- (W4-2) C) Mw + TI FNfr (W20-5(R) + + --------- W2 MILE (W20-1) [1500 FT.? M2 MILEL [3/4 MILE 1 R3_ (R3— - ----------- -------- ------------- ----------- ----------- — ------------ ----------- --------------- -- cry ---------------- --- 2 W CARMEL DRIVE CARMEL DRIVE LLJ (-D - -—————————--- —--————————————— ———— 7 ———————————-- 4 Z' r1K 0 ---------- - + (SEE DETOUR DETAIL SHT. 12) a --------- ----- 35+00 ii (G20-2) 10' MIN. 10' MIN. 1 CONSTRUCTION AREA LANE LANE WIDTH VARIES PHASE 11 (WB) (EB) MAINTENANCE OF TRAFFIC AS BUILT DRAWING MILL & OVERLAY OR FULL DEPTH 1 . PLACE ALL TRAFFIC CONTROL DEVICES AS SHOWN ASBUILT REVISIONS ASPHALT IN THESE PLANS AND SPECIFICATIONS. O N/A 2 2 REPLACEMENT N/A 2. MILL EXISTING SURFACE AREAS WHERE SPECIFIED 03 N/A TO 1.25" BELOW FINAL GRADE. FULL DEPTH ASPHALT 3. CONSTRUCT SOUTH HALF OF TRAFFIC SIGNAL INSTALLATION. NOTES PHASE 11 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 V) IN TAPERS AND 65 FT. IN TANGENT. 5. MAKE SIGNALIZED INTERSECTION FULLY OPERABLE AND REMOVE CONSTRUCTION SIGN DETOUR SIGNAGE AND "NO LEFT TURN" FOR 3RD AVE. SW. 3. EAST AND WEST BOUND TRAFFIC SHALL BE MAINTAINED ON CARMEL I CONSTRUCTION AREA D ( 6. PLACE BITUMINOUS SURFACE OVER ENTIRE PROJECT UNDER DRIVE AT ALL TIMES. ATE B APT. E TRAFFIC. ALL NECESSARY TRAFFIC CONTROL DEVICES AND/OR TYPE III—B BARRICADE (12' SECTION) 4. PEDESTRIAN TRAFFIC ON MONON TRAIL SHALL BE MAINTAINED FLAGMEN SHALL BE SUPPLIED AND IMPLEMENTED PER MAINTENANCE OF TRAFFIC 00 AT ALL Ld TIMES. N e� INDOT SPECIFICATIONS. (D TEMP. PAVEMENT MARKING, 4", SOLID WHITE, REMOVABLE 0 PHASE # lix� <ujU 5. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND :2 Ln 0 7. PLACE PERMANENT PAVEMENT MARKINGS OVER ENTIRE PROJECT TEMP. PAVEMENT MARKING, 4", SOLID YELLOW, REMOVABLE ' . BUSINESSES AT ALL TIMES. 19700381 UNDER TRAFFIC. ALL NECESSARY TRAFFIC CONTROL DEVICES CARMEL DRIVE (NEST 0 AND/OR FLAGMEN SHALL BE SUPPLIED AND IMPLEMENTED INDICATES TRAFFIC FLOW STATE OF L,Z CL Transportation & 6. ONE HALF OF DRIVES SHALL BE REMOVED, RECONSTRUCTED AND /A(D I tk CARMEL Development Consultants PER INDOT SPECIFICATIONS. 03-01 DRAWN RH CHECKED TEN 3417 S SHER"DP IHILH GIBE,IN 46107 (3171160-1555 L'i V)0<z: ONA PROJECT NO, CURED BEFORE THE SECOND HALF IS DISTURBED. Ld L�Owe L'i LLj L'i XDOL-M DATE JUNE 13, 2003 DESIGNED Gil APPROVED TEN SHEE-1 OF 11 27 N M B N Y I 1 N N $ 1 N N N 1 1 1 1 N R 1 N N I N N w 1 1 Y N I Y a N Y a 1 w a 1 Y N I M N w 1 M 1 w N N N N I M N w Y 1 Y w a N , 1 1 Y M N a N Y N 1 I N N 1 I N w ROAD N k CONSTRUCTION n N O O N M 3/4 MILE w I Y w DETOU M 4-8 DET M 4-8 W20-1 ; w ^ CARMEL pR f a (3/4 MILE) AVENUE 1-5 AVENUE 1-5 „ ..u. . VE o N M 1 - ®® M M SW SW 1 N 1 CITY CENTER DRIVE C-1 w ; M5-1 (R) a M6-1 OR OR ��O�f• �' a M5-1 (L) M6-1 1 w Q . N 3RD AVE SW g N CLOSED A 1 T ROAD Y O O CARMEL D " a o CLOSED N W41 2 1b00 FT. 1 w W20-2 N N � DETO M 4-8 END M 4-6 1 Y NO SCALE ~- 3RD r DETOUR 1 Y QM AVENUE M1-5 DET M 4-8 N 1 N AHEAD Y ° " SW 3RD ,:W °� M1-5 Y N D 0;, . 1 AVENUE I C � w CIVIC SQUARE� Z �, N t M6-3 SW 0 k w Y 1 I a ROAD CLOSED �; DETOUR ROUTE MARKER ASSEMBLY DETAILS TO a w 3RD AVE SW �;�" � � �:� r CLOSED AT C A THRU TRAFFIC a w CARMEL D a A a ON, TYPE III a a o W41-2 u BARRICADE d C CARMEL DR VE _ B B (R11-4) i G 1 DETOUR 3RD AVE SW N B AHEAD CLOSED AT I \ i CARMEL D i 1 1 w W20-2 r W41-2 N N 1 1 A AS BUILT DRAWING N N ASBUILT REVISIONS 1 Q N/A DETOUR DETAIL � o N/A PHASE I ° o N/A N w2o-2 k NO SCALE k I N w 3RD AVE SW CLOSED AT LEGEND Iw M c CARMEL D N M N s ROAD W41-2 CONSTRUCTION SIGN N w 1 CONSTRUCTIO N 3/4 MLE CONSTRUCTION AREA w N w N I N w N + Y w N w 1 I N Y N w 1 W20-1 I a CARMEL w 1 ` TYPE III—B BARRICADE 12' SECTION f p (314 MILE) r _ RfVE a Y M N N N CITY CENTER DRIVE a a �" ' — �� INDICATES TRAFFIC FLOW + O O k M 4,8 DETO M 4-8 f o AVENUE M1-5 A 3RD M1-5 " & W20-2 ' SW SW s ^ N 1 a w 4 1 DETOUR t' 1 M5-1(L) M6-1 d AHEAD i I Y Z � N N o G CIVIC SQUAREI L G NO SCALE O OO Mir - _ _____ DETOU M 4-8 M 44 r N ; 3RD AVE SW M ' ' 3RD Y N �" k� r � N AVENUE M1-5 DETO M 4-,8 -� CLOSED AT <° ; SW i u ` CARMEL D � � w G ' N 3RD 3 M1-5 M6-3 AVENUE SW 6/30/03 REVISED DETOUR PLAN N GJI TEN o W41 2 ; ARMEL DRIVE _ N Ti a� N F i �► M6-4 w N N I 1 N NO DATE REVISIONS BY APPR. MAINTENANCE OF TRAFFIC tQ) N � w N 1 DETOUR ROUTE MARKER ASSEMBLY DETAILS E�� j i � � �4 a 12 01 1 ����GE. T"R o o� DETOUR DETAILS Ury -j ( PHASE 1 AND 11 WHO 19700381 DETOUR DETAIL o STATE OF CARMEL DRIVE WEST PHASE 11 F INDIA I ANP �� Transportation & Q S V CARMEL Development Consultants L'j �� N A L �� PR O�ECT NO. 03-01 DRAWN RH CHECKED TEN 3117 S.S5ft BR BEECH ER9VE,IN 46107 (317)190-M', z� w NO SCALE wwp2F- w z� DATE JUNE 13, 2003 DESIGNED Gil APEROVEn TEN SHEET 12 OE 27 wwwWo X DOL,-:2 CASTING FRAME AND COVER AS SPEPCIRED A OR APPROVED EQUAL EDGE OF PAVEMENT, CURB, GUTTER MIN. 6' TOPSOIL TO OR SIMILAR STRUCTURE IN THE GREATER THAN 5' ENSURE GRASS GROWTH EDGE OF PAVEMENT, CURB, GUTTER MIN. 6' TOPSOIL TO PRECAST CONCRETE ADJUSTER PUBLIC R/W /F NOT UNDER PAVEMENT OR SIMILAR STRUCTURE IN THE 5' OR LESS ENSURE GRASS GROWTH RINGS IF NEEDED (4 MAX.) PUBLIC R/W /F NOT UNDER PAVEMENT SEE DETAIL FIG. 400-05 ASPHALTIC MASTIC OR BUTYL RUBBER . . / v�/wv��/y/�°� - �,i,/ vim/ / ✓ iiiv/ - vi ,� i/.r, _ - -- _ - - - - ECCENTRIC CONE OR REDUCER SEAL BETWEEN JOINTS CAP AS REQUIRED BY S11E � CONDl1TONS CONE TOP TO y��yvv MIN. 1.25 Bc �` v v �vvv v w MIN. 1.25 Bc + 12' MATCH ADJUSTING RING PROFILE LEGEND -�d : : TABLE 404-2 MIN. MANHOLE DIAMETER'S REGULAR BACKFILL m Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER 'B'-BORROW OR EQUN. PIPE ENTERING OR PIPE ENTERING OR \ d = DEPTH OF BEDDING GRANULAR MA1ER/AL FULL HEIGHT MANHOLE _ �% MATERIAL BELOW PIPE COMPACTED TO 95Z STEPS AS SPECIFIED PIPE SIZE DEGREE ANGLE DEGREE ANGLE 90 "B" BORROW OR EQUN. STANDARD PROCTOR %; v H GRANULAR MATERIAL DENSITY/E PLACE 1/2 DIAMETER EXTRUDABLE r2'21' 4e° 4a' COMPACTED TO 95% PREFORMED GASKET MATER/AL /N v „ , d s TAN DARD PROCTOR EACH KEYWAY SEE DETAIL)TABLE 404-2 PLAN VEW DENSITY Bc Bc 63' 5'MIN. DEPTH OF BEDDING DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND PRECAST CONCRETE NOTE. MATERIAL BELOW PIPE ADJUSTING RING OR �, 0-RING GASKET Bc = OUTSIDE DIAMETER ASPHAL TIC MASTIC !N ALL BEDDING & IN1774L BACKRLL SHALL BE ALL BEDDING & INITIAL BACKRLL SHALL BE D = INSIDE DIAMETER FLANGE OF CASTING. i INSTALLED IN 6' TO 12' BALANCED LIFTS D MIN d = DEPTH OF BEDDING d OR BUTYL RUBBER 27' & SMALLER 3' INSTALLED IN 6" TO 12'BALANCED LIFTS MATERIAL BELOW PIPE PRECAST CONCRETE 27'& SMALLER J. SEAL AT JOINTS 30' TO 60' 4' MIN. 9' OF CLEARANCE SHALL BE PROVIDED 30' 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 24" ID. MIN. 4'DIA. OF PIPE O.D. + 6' - PREFORMED HOLE NOMINAL TO REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL RBBER BASE "T BUTYL SUBSURFACE TILE '1' MAX. EXTRUDABLE ' STUB WHERE REQUIRED W/NON-SHRINKING GREATER THAN 5 FROM EDGE OF PAVEMENT WITHIN 5 OF EDGE OF PAVEMENT PREFORMED GASKET 34 O.D. CEMENT GROUT. N75 N1S MATER/AL (TYP.) SEE SPECS SECTION A—A BENCH WALLS AT GASKET DETAIL MIN. 1/2'PER FT. SLOPE BASE 6' ADJUSTING RING � � � � �r.. � � .,+� 1" Asphalt Surface Edges to be sawcut and clean of debris and loose 12" Concrete NO SCALE MANHOLE BASE SET ON asphalt before patching P P 9 Y,a air rt1T tir iT 6' OF18 OR 12 STONE 14 REBARS 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 . Plowable Fill NO SCALE V�jj�`j��jA i 3" B-BORROW %< ' jf4 S77RRUP BARS DIMENSIONS BEDDING '' EXISTING AGGREGATE ® 2' O.C. PIPE T A C D E Approx. SUBGRADE D/A. (Min.) (1"t) (1 f) (1"f) (1°f) K R1 R1 Weight 2" 5" 4'-3" 6' 2' 1'-3° 10 118" g' 795 Undisturbed Earth 1.25 X OD + '' MODIFIED INTEGRAL CONCRETE CURB DETAIL CARMEL ROAD CUT BACKFILL DETAIL NO N.T.S. 9" HOLES FOR UNDERDRA/N AS y F� REQUIRED (SEE SHEET 14) - S�O,o F/�� S F C R/PRAP TO BE PLACED CASTING AS PER STRUCTURE ° I LOP ON SIDE SLOPE WHEN DATA SHEET OR APPROVED EQUAL CALLED FOR ON PLANS. 3, On 'f'� cv 8 i PIPE CONCRETE Y I 2'-0" Q CULVERT END SECTION � 0 � DATA SHEET, OR APPROVED EQUAL - �- . - �-��`��:;1�>,;;�`�,.,,,% ;��, >��,� CAS77NG AS PER STRUC7ZIRE ./77/7 ' COMPUTED LENGTH OF CULVERT 3'-6" PAY LENGTH END SEC77ON I 2'-6» A /� Q OF CULVERT LENGTH (D) SLOPE DETAIL te� s" 24" ' 6' PLAN VIEW I • <. �,- NTS NTS `6:; DIAMETER GROOVED END ON OUTLET END A A - o TONGUE END ON INLET END d oo ' C B=(D-C) --- \ -- PLAN SHAPED CONCRETE FILL SECTION A-A I 12" C-C MAX. Q� 777-17 HOLES FOR UNDERDRA/N AS TYPE •J• INLET _ _ SPACING HOOK BOLTS :� °O REQUIRED (SEE SHEET 14) NO SCALE o 9» Q SECTION Y-Y CAS77NG AS PER STRUCTURE ~ NTS SHAPED CONCRETE FILL DATA SHEET, OR APPROVED EQUAL 3'O b PLAN SECTION A-A 3'-00 o I 2$-Off •B TYPE • INLET •� • :. GROOVE (OR TONGUE) 7 � • ':CLASS 'A" CONCRETE- TO ` •. NO SCALE BE THE SAME AS ON STANDARD REINFORCED 6" E + 2T CONCRETE PIPE A.S.T.M. CLASS A' CASTING AS PER S1RUCIURE DESIGNATION C76. CONCRETE DATA SHEET, OR APPROVED EQUAL 3'-C A _ A A 3'-6" I _ _ _ _ _ _ _ _ A SECTION A-A 6» 24° ' 60.1 N Q J LONGITUDINAL SECTION '� - - - - - - - - NTS 3 Q30" 6" r L) J d n 2 114 �, PLAN SHAPED CONCRETE FlLL SECTION A—A NO DATE REVSIUNS BY AFPR. a L ,� E. N DRAINAGE DETAILS ° � .., r � A �� �► T !� O O,P NO SCALE H AS BUILT DRAWING X W Q O X:2 a� I X< I D PLAN SHAPED CONCRETE FILL SECTION A-A ASBUILT REVISIONS 19700381 m'?a° TYPE •E• INLET o NSA STATE OF CARMEL DRIVE WEST � Transportation & /NDIANP z 2 NSA fs �V CARMEL 03-01 DRAWN RH CHECKED TEN 3<poHEP"B BEECH Tnconsnitantps n 55 W Z a NO SCALE O N7A O N A L �` PROJECT No. z B- wwo<� DATE JUNE 13, 2003 DESIGNED GJI APPROVED TEN 13 27 w �z z SHEET of wwwwo a�(n Of J[K X=)0E:2 5' (MAX) DEPRESSED CURB W/D TH VARIES POLE POLE 1 1/2" SCHD 40 PIPE AND GUTTER SEE PLAN VIEW (HORIZONTAL COMPONENTS) AND CROSS SECT. HANDHOLE MOUNTING HANDHOLE MOUNTING zZ 15 pp% (MAX) — — — — _ BOLTS AND BOLTS AND N oQ 8.33q MAX — — — — BASE COVER LAYOUT PER BASE COVER - SIDEWALK CURB RAMP I LAYOUT PER 12.•1 MAX. SLOPE MANUFACTURERS MANUFACTURERS CONC. BASE WITH 1" TEMPLATE CONC. BASE WITH 1" TEMPLATE CHAMFER: PROVIDE VERY GROUT BASE CHAMFER: PROVIDE VERY GROUT BASE 4' X 1 1/2" SCHD 40 PIPE N EQUIVALENT TO HIGH QUALITY SMOOTH FINISH HIGH QUALITY SMOOTH FINISH I (VERTICAL POSTS - 6' O/C) _I SURFACE IN PLACE FINISH GRADE FINISH GRADE �- 6" 112" PREFORMED JOINT FILLER 6" CEMENT CONCRETE COVER FLANGE - » 1/2" PREFORMED PAVEMENT FOR DRIVEWAYS N SECTION D—D (REVERSE FOR TYPE 0 JOINT FILLER #6 AWG GROUND WIRE Q #6 AWG GROUND WIRE a (No Sidewalk) W °° 3% X 6" DEEP MAINLINE PAVEIENT CURB & SIDEWALK NO SCALE ° DRILLED CORE GUTTER AR/EAX. CROSS SLOPE �- (FILL W/ NON-SHRINK, „ 1 -0 C W NON-METALLIC GROUT) 4 3'-0 5'-0 5' ° o GROUND ROD IL CD GROUND ROD DEPRESSED CURB a CD � 1/2" PREFORMED PROVIDE vERT. BARS, ° CONCRETE, CLASS 'A' AND GUTTER I 6 o PROVIDE #6 VERT. BARS, r i JO/NT FILLER 15.pOq (MAX)) PROVIDE 3 TIES AT 3" N n �' 209 8.339 MAX # PROVIDE #3 TIES AT 3 r� 3 1/2 (MAX.) O.C. AT TOP, REMAINDER O.C. AT TOP, REMAINDER 6" 8.339 3 TIES AT 12" O.C. P BRICK # #3 11ES AT 12 O.C. WEEP HOLES COMPACTED SAND 0 CONDUIT CONDUIT i EQUIVALENT TO 30" DIA. FOR 18" DIA. FOR 6"m PVC SECTON E—E SURFACE IN PLACE POLE TYPE A' POLE TYPE B SLEEVE 6" CEMENT CONCRETE SEE PA VER WALK AT I PAVEMENTFORDRIVEWAYS DRIVEWAYSDETAIL POLE BASE DETAIL POLE BASE DETAIL HANDRAIL AND ° (Sidewalk Away From Curb) TYPE 'A' FIXTURE TYPE 'B' FIXTURE ANCHOR DETAIL NO SCALE NO SCALE NO SCALE NO SCALE �7 EK'q� �r�l<<r° 5'-0 5' ''�I�. �•�1I ��• DEPRESSED CURB I Z! 1/2 PREFORMED 1 IMF;-�i��,�l AND GUTTER 2 AX1 \ �\ JOINT FILLER _ 15.00 (MAX) — — — — — 2.07. 2.Oq 8.33q MAX — — — POLE CAMERA HANDHOLE MAST ARM MIN MOUNTING BOLTS AND EQUIVALENT TO BASE COVER LAYOUT PER MODIFIED CURB RAMP SURFACE IN PLACE CONC. BASE WITH 1" MANUFACTURERS • • SEE PAVER WALK AT CHAMFER: PROVIDE VERY TEMPLATE TYPE N DRIVEWAYS DETAIL HIGH QUALITY SMOOTH FINISH GROUT BASE (Sidewalk Next To Curb) FINISH GRADE TRAFFIC SIGNAL NO SCALE MAST ARM SIDEWALK 50.-1 3'-0 CURB MAINLINE PAVEMENT SIDEWALK 6'0 5'-0" 6'-0 SIDEWALK NO SCALE � ' i� MAX. CROSS SLOP GUTTER 12. 1 SLOPE MAX. MIN. 12:1 SLOPE MAX. ��� A/�A/ �/ /✓, i,//�//�/ SECTIONS AT DRIVEWAYS AWG GROUND WIRE 4" 3'-4 4° CD TWIN LIGHT I BRACKET M -__~ r --- - _-- FLUSH LAJ 3 112 " i -- 4"x8"x3 1/8" PAVERS °o- BRICK �6" GROUND ROD RECEPTACLE �j2„ CONCRETE FOR SEE PLAN FOR PATTERN 1/2 DEPTH JOINT SEALANT ON 1/2 " o » NEW 1 BITUMINOUS ,1 WEEP HOLES COMPACTED SAND BRICK 6 CONCRETE L.3 COMPACTED SAND DRIVES 6 1" SAND PAVER SETTING BED THICK EXPANSION JOINT MATERIAL SURFACE COURSE PROVIDE #6 VERT. BARS, x (11B) PROVIDE #3 TIES AT 3" EYEBOLT ° SECTION E—F SECTION C—C = i 5'-0" (TYP.) � O.C. AT TOP, REMAINDER . . ° PAVEMENT #3 TIES AT 12" O.C. D 4" (TYP.) VARIES 6" 4'--0" 6" �, - SLOPE 1/4"/FOOT SURFACE CONDUIT 4''0 �` C C 24 DIA. FOR POLE TYPE 'C' p WALK W a a . MATERIAL > s ° ID � , POLE BASE DETAIL ?1= �. CURB & VARIES (SEE �-9�"� MAX -�LI1''( S�Ip - GUTTER PLAN) / / U FILL WITIHi CONCRETE FILL AS TYPE C FIXTURE LIGHT POLE TYPE 'A' D CONCRETE COMPACTED REQ'D FOR DRIVE 4',�, 6'-0 5'0 6'-0 SUBGRADE 6" CONCRETE SLAB CONSTRUCTION NO SCALE 4" MIN. COMPACTED_ ACCESSORY MOUNTING AGGREGATE BASE WEEPHOLES CONCRETE FOR ® 16" O.C. DRIVES 6" HEIGHT DETAIL MODIFIED CURB RAMP MODIFIED CURB RAMP NO SCALE TYPE •O• TYPE •K• PAVER WALK AT DRIVEWAYS NO SCALE NOTE- NO SCALE NO SCALE AS BUILT DRAWING BRICKS TO BE INSTALLED IN A PATTERN TYPICAL WITH ALL RAMPS — ASBUILT REVISIONS ALONE E. CARMEL DRIVE. Ol N/A O � NOTE.- �. a - o JOINTS SHALL BE CUT Q2 N/A WITH A JOINTER HAVING A > ck Q3 N/A W RADIUS OF 114" AND FILLED W p � WITH JOINT FILLER. � 4S• T. 6'-0" BETWEEN TRANSVERSE JOINTS LIGHT FIXTURE SCHEDULE POLE �- N0. OF EYE BOLTS TYPE MANUFACTURER LAMPS LAMP TYPE VOLTS MOUNTING XT. RECEPTACLE 48' BETWEEN EXPANSION JOINTS MAX. FIXTURE - LUMEC #2-Z25-175MH-TYPE 2-120-M10-TWIN (STERNER, BEACON APPROVED EQUAL) 90' PALE - 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 FLUTED (12 FLAT FLUTED STEEL POLE, 36' TALL WITH TWIN BRACKET LIGHTS AT +15'-0". TRAFFIC TYPICAL INTERSECTION MAST SIGNAL MAST ARM ATTACHES TO POLE AT 17'-0° WITH HANDHOLE ON OPPOSITE SIDE. 25' CAMERA 1-EA. 175 WATT , A MAST ARM ATTACHES TO POLE AT 1' FROM TOP. CROSSARM LIGHT BRACKET SHALL FACE THE 120 36 POLE PA V MENT OR 70PS©IC (6'1 INTERSECTION AT 45 DEGREES FROM THE LOWER MAST ARM. PROVED A FLUSH MOUNTED WEATHERPROOF, (2-FIXT.) METAL HALIDE ARM ORIENTATION PLAN CONCRETE SIDEWALK GFl SINGLE RECEPTACLE 6" BELOW THE LIGHTING BRACKET AND ON OPPOSITE SIDE FROM INTERSECTION. •� �'' LIGHT FIXTURES TO BE ACRYLIC ACORN WITH TOP FINIAL AND INTERIOR UPPER REFLECTOR. V��V�iV�j '«`.'.'.'.'.'.' PROVIDE DECORATIVE BASE, TOP AND ACCENT PIECES TO MATCH EXISTING ERA STYLE LIGHT POLES ON NO SCALE NO SCALE /���� . . . . . . , . -, . . . . . . �� MAIN STREET. ALL METAL SURFACES FINISH URETHANE POLYESTER POWDER. SATIN BLACK. COMPACTED SAND � i -;-'+'+'+'+'+'+ 6" TOPSOIL OR B-BORROW BACKF/LL ' 'j'j`+'+'+`+' FIXTURE & POLE - LUMEC #Z25-175MH-TYPE 2-120-RS-53-15' BLK. (STERNER, BEACON APPROVED +�+��';��'% EQUAL) ROUND FLUTED (12 FLAT FLUTED) STEEL POLE, 15' TALL WITH SINGLE POST-TO LIGHT. PROVIDE 3 . .'.'.'.'.`.'. 175 WATT 25' 26 A FLUSH MOUNTED WEATHERPROOF, GA SINGLE RECEPTACLE 6° FROM TOP OF POLE AND OPPOSITE ' '.`.'.`.'.'`��� B STREET SIDE OF POLE. LIGHT FIXTURES TO BE ACRYLIC ACORN WITH TOP FINIAL AND INTERIOR UPPER 1 METAL HALIDE 120 15' POLE z A 5' . . . . . . . z a T 1" RGS CONDUIT ,����-���� - �y�A REFLECTOR. PROVIDE DECORATIVE BASE AND ACCENT PIECES TO MATCH EXISTING ERA STYLE LIGHT a T 13 MAX POLES ON MAIN STREET. ALL METAL SURFACES FINISH URETHANE POLYESTER POWDER. SATIN BLACK.+ + z o /,��� �� `= NO DATE REVISIONS BY APPR- FIXTURE - (UPPER) LUMEC #250MH-JLT-I0-LMS-SE-CJ18-120 (STERNER, BEACON APPROVED EQUAL) (LOWER) LUMEC #Z25-175MH-M10-TYPE 2-120-1-BLK 250 WATT SAND OR B-BORROW o � � WIDTH-� �6" (TYP.) BACKFILL BEDDING TO �i,�i��� �'% P_QLE - UNION METAL 150611-FLUTED/726/cJLa-BLK ROUND FLUTED (12 FLAT FLUTED) STEEL POLE, 30' 1-UPPER METAL HALIDE A VARIES " 'Cl TALL WITH 8' EXTENSION ARM TO ATTACH TOP FIXTURE AT 35' LOWER FIXTURE TO MOUNT AT +15'. 120 30' POLE o LEVEL CONDUIT E fn 6 MIN PROVIDE A FLUSH MOUNTED WEATHERPROOF, GFl SINGLE RECEPTACLE 6' BELOW FIXTURE AND OPPOSITE 175 WATT E. N 3O 12" MAX STREET SIDE OF POLE. PROVIDE DECORATIVE BASE AND ACCENT PIECES TO MATCH EXISTING ERA STYLE 1-LOWER METAL HALIDE �����1 T R A0 Rn....IAIDWA Y DETAILS LIGHT POLES ON MAIN STREET. ALL METAL SURFACES FINISH UR THAN P PLAN SECTION A-A URETHANE OLYESTER POWDER. SATIN o X�o° DUCT DETAIL BLACK. Yz < II 19700381 - CARMEL DRIVE WEST m W i� i NO SCALE ` -o ar F--U) ..w RD 1. POLES 'A', 'B' AND 'C' SHALL BE PROVIDED WITH (2) 1- STAINLESS 304, EYEBOLTS WITH jc18 THREAD, �o c� CURB I LAND DETAIL RIVNUT AND LOCKNUT. MOUNT AT 13' AND PARALLEL WITH ADJACENT ROAD(S). 0 STATE OF 4, F P Transportation & U)u< NO SCALE 2. POLES 'B' AND 'C' SHALL BE PROVIDED WITH ONE MANUFACTURER PROVIDED ALUMINUM CROSSARM 1" SS.7 NO I AN ��V CARMEL 03-01 DRAWN TEN Development Consultants w Z ( 0 N AL. PROJECT NO. RH CHECKED San z su�xnau oe eau wuvc ie a5to7 �av>>eo sss F r,j NOTE: MATERIAL AND WORK SHALL BE PAID O.D.). CROSSARM TO BE MOUNTED 1'-0° BELOW TOP OF 'B' POLE AND 1'-0° BELOW LOWER RIGHT w w o< FOR UNDER STRAIGHT CONCRETE CURB. FIXTURE ON 'C' POLE. EACH CROSSARM SHALL RUN PERPENDICULAR TO DIRECTION OF ADJACENT ROAD. 14 27 w z� DATE JUNE 13, 2003 DESIGNED GJI APPROVED TEN sHEEr of Z � N PAVEMENT QUANTITIES AND APPROACH TABLE Ld 0 p C� >- w�O c� Z w w ° U U p � w Z Z O Y > w Q Q N ,�, iN > OU O � 0 L OLn 0Ln Ou-> O � � � a_ 2 wz Owl 0OW Zw (/) > JO � w w ZL" Z pOf Zw Z Z Z � wQ Ld Y � w M w � w CD - m - w O Q w COMMON > J - w - w - w p = DESCRIPTION �- -j > = o Z w a c� pw � o_ � � z_ o � cn � N � N � N O -� U w ~ - ►- UCn w a a a m a z cD p z w Z a > - O O w w w > > p z Q w � - U U w Q EXCAVATION w w Q w t-n 0° m � m ►�- m m m z Q w O w Q w w 3 ~ Y ~ Y~ Y~ o w REMARKS LOCATION (APPROACH TYPE 3 J z \ ° o w v ° Q ° ° w Y � w U w U v mo` U °o Q OR CLASS) Q x� w> > w F- (nn m m m m m m � Q U ° h � U z m w ° U ° M M M E N N DEPTH m a_ M a W M cy m ° LB/SYD a F- Z z N z o w w ME ° m o ° m - m � m Q U p N Z U U U ° 0 4" a U ° CUT FILL N U 140 300 385 275 715 440 oU oU U o � m � FEET FEET FEET FEET TON TON SYS SYS CYS CYS SYS LFT SYS TON TON TON TON TON TON TON TON LIFT LIFT LIFT SYS SFT SFT SFT 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. 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+20 RT. CLASS III 21 30 20 20 12 15.3 41.8 19+68 RT. CLASS III 25 18 20/20 0 0 42.2 21+32 RT. CLASS III 26.5 10.5 10/8 2.5 0 12.6 -- 22+80 LT. 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 III 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 2.2 22.0 27+66 RT. CLASS III 25.5 14 20/10 0 3.1 31.3 28+27 LT. CLASS III 31 14 15/10 0 0 36.6 29+f'7 LT. CLASS III 20.5`` 14 10/10 0 0 24.2 30+22 RT. CLASS III 39.5 14 30 3-0 0 0 53.3 30+45 LT. CLASS 111 23 13.5 10/10 0 0 25.7 31+45 RT. CLASS III 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 III 32 12.5 10/10 0 0 27.8 33+02 RT. ('LASS 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 111 35 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 1017 4141 3167 1667 6275 665 470 540 805 775 990 706 394 1130 10 2627 150 1417 1280 818 1575 210 2950 12 cn 3 Z 7/14/03 REVISED SOUTH LEG OF INTERSECTION GJI TEN AS BUILT DRAWING A - N ASBUILT REVISIONS O N/A jZ* rNR PAVEMENT QUANTITY TABLES o / Jam~ BITUMINOUS MIXTURE FOR APPROACHES SHALL CONSIST OF 2 N A ��° X 110#/SYD. BITUMINOUS SURFACE #12 ON 330#/SYD. N/A Y X Q0� BITUMINOUS BINDER #8 OR #9. I 19700381 50 CARMEL DRIVE WEST J�U ~�L)Wd� O� STATE OF w � P � Transportation & Q SS ND 10 �� CARMEL p� 03-01 DRAWN �J Development Consultants W Z N A L PRO�EC r IVo. RI I CHECKED TEN 3417 S.SHERKAN DG BFUH LRI]VC,IN 46107 (317)76o-1555 �� �Q Z DATE JUNE 13 2003 DE IGNED W W��H W z � Gil APPROVED TEN ,HEFT 15 o� W LD Lu 27 d'U)�Jof STRUCTURES 1 THRU 9 NOT USED S TRU * IF CONTRACTOR ELECTS TO USE METAL PIPE, THICKNESS AS SHOWN BELOW ARE TO BE USED. LOCATION DESCRIPTION ELEVATION THICKNESS N W J O J W Z U p w J U � H J �E U J W Z U U !Y m t- N SIZE n Z UP DOWN Y O �' Y J x m0 W v N `'' ,_ NEENAH Z STATION `1 __ o o TYPE w RIM U bi m U w ? N z a a U CASTINGS z REMARKS Z J w m STREAM STREAM m o m p z O J _ N p o N U C� m 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' X100 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-3287-1OV 2 19 18+94 'A' X EXISTING PIPE - - REMOVE PIPE_ 20 18+90 'A' X 15 INLET TYPE 'J' 19 829.18 826.68 826.58 2.6 R-3287-10V 21 21 19+00 'A' X 15 INLET TYPE 'E' x-90110 828.50 826.58 826.08 4.8 R-4215-C -23 24 22 19+74 'A' X EXISTING SANITARY MANHOLE 829.05 ADJUST CASTING TO GRADE 23 20+00 'A' X 18 INLET TYPE 'E' 20 828.50 826.08 825.98 3.6 R-4215-C 24 24 20+15 'A' X 18 INLET TYPE 'M' 72 828.80 825.98 825.62 8.6 R-3287-10- 12 25 19+99 'A' X EXISTING PIPE REMOVE PIPE 26 20+50 'A' X 6 PIPE 53 - 82711 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 _3287-10V 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 i 41 24+66 'A' X EXISTING INLET GRADE AREA TO DRAIN 42 25+80 'A' X EXISTING INLET GRADE AREA TO DRAIN I 43 26+21 'A' X EXISTING SANITARY MANHOLE 829.65 ADJUST CASTING- GRADE - - _ _ - -- - --- - - - -TO O - -- - -- 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 - - - - i 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 'E' 20 828.75 825.97 825.89 R-1878-A8L CONNECT TO EXISTING PIPE 51 27+00 'A' X 15 INLE F 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 MANHOLE 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 AS BUILT DRAWING - - _-- - __ -- --- - -- ------ --- - __ - _ A S B U I LT REVISIONS SIR. # 14 - -- - O STR. # 21 03 N/A z Q - - - - -- - --- -- - --- - - -- - - --- a 7/14/03 REVISED SOUTH LEG OF INTERSECTION GJI TEN J 3 - - -- - - - - - - - -- __ ---- NO DALE kFVi`,ION� BY APPR � N E E. N ������ T R o�� STRUCTURE DA TA TABLE N J U 3 N Q J NOTE: SEE CURB DETAILS FOR LOCATION X Q OF RIM ELEVATIONS FOR INLETS. 19700381 ' • H_ 0 X�Q J J X Q D �� O STATE OF � CARMEL DRIVE WEST ' a IND�AtA \ Transportation & W Z a SS �V CARMEL Development Consultants Z Y w ��NAI PROJECT No. 03-01 DRAWN RH CHFekEl) TEN 3<,,..HE,W,BR BEECHGPDVL,N46107 (317)780-1555 w�0 Q z O W �Z Z wWWW� �arE JUNE 13, 2003 �ESicNE� GJI APPROVER TEN SHEET �� of 271 d'(n�J2' X D�L_�