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Old Town Infrastructure Improvements 1st Ave NE/SE 1st Street NE/NW As Builts
I l I I I C1 T Y OF CA RMEL 0 D TOWN INFRASTRUCTURE IMPR 'OVEMEN f TS FIRST AVENUE NORTHEASTISOUTHEAST AND FIRST STREET NORTHEASTINORTHWEST HONORABLE JAMES BRAINARD , MAYOR i PROJECT LOCATION WEST 136TH ST. EAST 136TH ST. °a 7TH ST. E. CITY COUNCIL MEMBERS �G z z z COOL CREEK ROBERT BATTREALL GOO J > W W Z RONALD CARTER o oz N 5TH ST N.E. KEVIN KIRBY z 0 JAMES MILLER W , W NORMAN RUNDLE Z W LUCI SNYDER INDEX OF DRAWINGS SHEET N0. 3RD T. N.W. RD E. BILLY WALKER 2ND T. N.W. ND E. ❑ Z TITLE SHEET & INDEX 1 HIGH SCHOOL TYPICAL CROSS SECTION 2-3 ROAD PLAN AND PROFILES 4- 18 WEST MAIN ST. EAST MAIN ST. 0 MAINTENANCE OF TRAFFIC 19-20 ❑ 1ST r. s.w. MISCELLANEOUS DETAILS_ 21 -22 APPROVED BY: 2ND r. s.w. ARMEL 431 BOARD OF PUBLIC WORKS AND QUANTITY TABLES 23-24 � SAFETY CROSS SECTIONS 25- 73 3RD r. s.w. E , EMERSON RD. 3 ALTAM HAVE. W JAMES BRAINARD CHAIRMAN Q 5TH ST. S.E. L MARY ANNE BURKE MEMBER P 6TH ST. S.E. 0 BILLY WALKER MEMBER UjQ 0 z � J z MOHAWK DR. N PREPARED BY: LOCATION MAP NOT TO SCALE a I a I � M W E. Cyq 1 S T E,pF�'plF 3 x� a No. 18861 o N% ' ' ' STATE OF Z d O N S/0 AND I Atk V'"" INDIANA DEPARTMENT OF TRANSPORTATION Transportation & NAL LU Z a Development Consultants w ~ 1615 MAIN ST. BEECH GROVE, IN 46107 (317)780-1555 w"0<' STANDARD SPECIFICATIONS DATED 1995, INDOT CERTIFIED BY: wGiWUj SUPPLEMENTAL SPECIFICATIONS. DATE d'(n LJo X=)QE'> _ 404p JAM4 ,� sr _ _ T o a E 0 Ox O v a> (D O a) E C x � o x x x �° O o O > a� O =_ a� n O O a O N O x a in E E Q, 0 � Q, c s _ = rn rn o, E c E 30 on N co � 3 L� [n - � + � M M � N `L J p � J p J N C/) N (�Q. � Cn of O in rn � Ln N ^ r\ M 00 1� L L a0 0 O -w ip N /1 O �1 10 y Lf J CI r_ t` M CV I� Nj c6 M Cb 00 m � m O CV � � M ,(j M a) CV M [0 I� O CV M M Q) r� CV M co I, 00 O)0) �� + + + + + + + + + + + + + + + + + + ++ + LEGEND EXISTING STORM INLETS G GAS LINE STORM MANHOLE w-- WATER LINE SANITARY MANHOLE T TELEPHONE LINE GAS VALVE WOOD POST FENCE WATER METER x-x-x CHAIN LINK FENCE `a WATER VALVE DECIDUOUS TREE FIRE HYDRANT POWER POLE 0 DECIDUOUS BUSH STA. 5+00 009"EC"= : , GUY WIRE • lull STR. No. 53 SCALE: 1"=20' LIGHT POLE CONIFEROUS TREE STIR. No. 55 _ 1 POST SIGN CONIFEROUS BUSH 3 z 3 #40 I- :Ne: MAILBOX SIGN BEGIN J \ W \ Inlet Type M-10 with Ckf 10 PROPERTY CORNER FOUND _ ; v, c N 19 LIFT. of 12"0 RCP.\7R. Remove Casting & STA. 11 +20 »�sr "`==- RELOCATE HYDRANT Place New + RELOCATE SIGN TO JI, w I Class I Dr. Rim EL. _ $2 "8 O Class I Dr. No. 54 I FW ss I Dr. Casting Type 10 I W=16 U.S. EL. = 329r7'T8 11.5' 1 i , BACK OF WALK i PROPOSED RELOCATE SIGN TO I o W=14 osting to + I ,1 1 I I 130 c� D.S. EL. _ $2�Y 8 w n i 11 I II I I REMOVE EXISTING o BACK OF WALK I # Grade Lp IT I I I cnl z °' I I I I II II I ;; ' ; SIDEWALK & I © CEMENT CONC. PAVEMENT I 'r' , , I 11 I I I I „ I I Fs ' FOR DRIVEWAYS 6° I i 1 i I #140 i i I I I I I II II I „ REP`�CE W/SOD I O I iW I I I I + Fs I I I i i+S �_� SAIMCUT I 13' R. CONCRETE SIDEWALK, 4 IN. I I O / F, . F3 S _ S F� EXIST. F R W I Fs i.m I �- F` , I I I 3 — F, i // I I -- -- ----------- Fs MODIFIED CONC. CURB RAMP, TYPE 0 �— F3 - + �Q 1Fs o — — — — — — -;- -*- -1 — — — Gray. / — — ::1--+i I 1 F CONC. CURB RAMP, TYPE N I c 4 O I I } t•• � ----�-�-- - ------ -- - - ---- ----- ------ ------ ----- . _- - --- ".mss-. _-__•_•-��, L.n .r M IFI N R RAMP P N � - - - - - - - - - - - - - - - - — h i / i / NO % i / / BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) 5• ------------------ / / i , i /' /i i/ --- I I i i EQUIVALENT TO SURFACE IN PLACE i S Q - --- ------ -•------------ •�•=----------------- ,.. y �:. -------------- ',m � . of: / // , / W — T — — — — — — J /W I� r' --------------- _ ® MILLING & RESURFACING 14+51.06 ----_ Z �c a J r v. ���i �I -- MB R & TT R • /® III;:- '�, 15 EXIST, HALF R W,. — IS ❑ ❑ i`n i / U © DEPRESSED CURB (SEE RDETAIL SHEET 22) w , r wi 1 0 W I� a o 1 - - - M WN �IoI 13 R. ¢ W = I I N I #121 1 t F, ;'x z LIGHT POLE (SEE DETAIL SHEET 22) T — I /T I a I �' Grass I p N \F, 91 STIR. No. 56 W 3 ` / .J .,, ',.: I I N M a '•`� inl _ \�\ Ramn�e rn&F:.,,. -- - > I 1111 13 \ #141 I �I aI �1 I 1 d RELOCATE STOP I ■ METER BASE ON EXISTING POWER POLE WITH W ,� I ?MI \I I RELOCATE LIGHT POLE I N + �I 'I SIGN TO BACK I `off 100 AMP MAIN BREAKER PANEL Class III Dr. M ❑ I o '� o I J BY OTHERS + N + Class I Dr. Class I Dr. + OF CURB ---- I �' 6: `` ° J J H J ¢ ( ) W-24 W=17' + Class I Dr. 1 / `.,LICTURE REMOVED AND REPL AQWTHHN WIRE IN 1 PVC 06 I ¢ I = + W=12 ; I I t�tJ\TN STRis1R1�°' (SEE DETAIL SHEET 22) o I I = Asph. Parking W=9'S, z r•. ~ RELOCATE MAILBOX i I v C RELOCATE POWER POLE ``' x w (BY OTHERS) TO BACK OF CURB STIR. No. 52 �`� Z W MATCH LINE STA. 4+50 E RELOCATE POWER POLE Inlet Type J-10 with (BY OTHERS 18 LFT. of 12"0 RCP. SEE SHEET STR. 110. 565 NOTES: Rim EL. = $2 -5T 824.43 INLET TYPE M-40 WITH ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. U.S. EL. = $2'1-80'821.12 9 LFT, OF 42' RCP, ALL STREET RADII TO BE 15' UNLESS OTHERWISE NOTED D.S. EL. = $29-82'820.54 RIM EL. ■ 825.41 U.S. EL. ■ 848.77 4J 17 KEY M A P D.S. EL. ■ 848.27 W 1s 15 a U 14 1ST STREET N.W. 13 1ST STREET N.E. 5 6 7 12 -° = g o a C 'a a� a� y a �° x x _S a � W. 11 o c E� 3 U y o m Z w Ln rn c ° o 0 30 0 0 `o c v > > j 3o iT E E o rn o a Z 10 V) N V) 3 J a_ M a. U W U' C7 C.7 C7 Q a_ Cn r cn N 00 O cD cv cll c\, i� i� in ih ih ih u7 M 4 ci i.n i� ^ ° ^ cn LO C4 - a 9 c N C c Ki 06 Lr P_ o3 u5 ri «i r- co Lr c�i +i r i o (ri 8 00 O CV CV M - T) C cD 00 00 Cn O CV M � n 00 Cn O O + + + + + + + + + + + + + + + + + + + + + + + T.B.M. - NORTHEAST BONNET ON FIRE HYDRANT ON NORTHEAST CORNER OF 1ST ST. NORTHEAST - ----------------------------- - ----------------------------------------------------------------------------------------------------- --- - - T - ---------------------------- - - -',---------- - - - -- ------------------------------------ --------------------------- ------------------------------------ ------------------------ ----- ---- ------------------------- - --------------------- -- - - - - - - - - - - OR TH WE S T _ AND 2ND AVE. NORTHWEST. - - -- ELEV. = 828.41 #6 - PK NAIL SET, STATION 15+25.44 "C" OFFSET 1.58' RT., ELEV. = 825.75 -- - - - - - - P tt. . - - ----------------------- -- - ---- - - -------- - - - - -- ------- --- -- -------------- ------- ------------- ---------------- ---------- --------------------------------------------------------------------- ----------------------------------- ---------------------------------- ----------------------------------- „ „ -------------------------------_-.- ------- --------------------------_------__-----------------____________ - -- T , - - . A-. _ELEV= 2- . C.P. #7 - PK NAIL SET, STATION 12+51.41 C -- - - = - 835 . . . - -- . _ - - - - - - . . . – � OFFSET 4 07' RT. ELEV 824.95 - -- ---------------------- - - - - -- - - - - - -- - - - - - - ----------------- ------------------ --------- ---- ------------- -------- --- ------------------------------ -- ------------- ------------- --------------- -------- ------------- --------------------------- ----------------------------- ---- ------------------------------- ------- ------- ---------------- ---- ----------------------- --- ---------- ------------------- -- --------- --- ---------- _. - - - - - - - - - - -- _0 " " 830 - - -=--- 3 __ -- - - - - - ---------- -- - - ;- - -- -- - -------- - - --------------- - -- - ---- ------------- -------------------------------- --------------- ------------------------------- ---- - - -_ ----- -- ----- - - - ---- - - ----- -------------------------- . ----- -------- -- �� - ----- - - - -- --- -- - - - -- - - ------------------------------------------ - - - -- - - -- - --- -- -- - - - - -- - - -------------------- - - - - - - - - - T 1 - -�" - - 8 2 5 --- - I I _ - - _ _ - - - - ----- _ _ -- I -- I I I - 1 - ----- -F-,- -z1 - - - - -- ----------- - - - - - - - - --- - -- ------------ -------------------------------------------------------------- - ----------------------------------------------------------------------------------- - - - - - - -- - - - - -- - - - - --------------------- -- - - - r 1 I r -- + - { ) 820 _ ---- ------------ --- 2 -------- ----------------- -- --- --------- --- ------------ 8 0-,AN SEWER --- ------ ------ --- -- -__--- I I --- -- -- - - - - - - - - - - - - - - - _-- ------ --- --- - --------- l ------------ — — — — — T ----- -- - - ------------------------------------------------ --------------------------------------------------------------- ---------- ------------------------------------ --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------- ------------------------- ------------ -------- -- - --- - ------------- - - -- --------------------- ----------------- _- - -- —------- —— — — — — -------------------------------------------- -- - -- ---- --- --------- --------- 1 --------- ----- -- - 8 1 ------ ---- 5 XtST1N `r n',J w 8 5 - - - - - - - - - - W Fa -- U _ - I I I V V /LTE — — — — — — — — — — — — — — — — — — — } Z W V, _ __ ______ ______ ___ ______ ____._ .-.._- --_____ _____ ______ _ __-__- -._.-_ ______ _____ _______ _______ _____ ______ _______ ____ -____ ----_-_ _ _____ _______ _ _______ ._ -------------------------------------------- ____ _________ _____.___ -._.-_ ._-_.-___ --------------- -._--._ -------- o a 810 - - - - - - - -- - 81 0 J 0! C4 011) OA n a a y - --- W 0 N ' N ^ n2 CIR J O --- --- - -- � - -- d• d• � h h h Li O w _ M �M ------------------------------------ ------ _.-. ....---------------------------__------- ---------- --------------------------------------- -----_-----------_--------__-------- -------.------------- _- O -___------_------r -.._ -. _. z Z -- 3 2 2-20-98 REVISED BEGIN STA - PLAN AND PROFILE GJI TEN a - - - NO. DATE REVISIONS BY APPR. ------------ -- ----- ---- --------.- _..... -- -- --- ------ - - ------ - - - - - - - - - - - ZO - - -- - --- ---- - - - J - NUJ �o - �a ,STERFD F� PLAN AND PROFILE------ ----------------- - -------- ----------- ------ --- ----------------------- ----------- ---------- --------------------------------------- --------------------------- ------- ----- -----------J s J/' (T a W I X a as 60910117 w=� - -- - - 1ST STREET NORTHWEST ' z° a a N - - ---- -- -- O STATE OF �<v /,VD ANP Transportation & N O a _ off- - �_ O �� OB N0. DRAWN Tg CHECKED Development Consultants I J MAM U H �r �3 • — -- ^ 2_..;.Q�..-. ._ J-- ___� __-�___�,,_4_. �_-�J-.I. __ -_ ,_Q___ _ T c� '. .-_ -- ;_D___ __ __ -__ ___�___�___ __ N A 1615 MAIN Si BEECH GRHVE,IN 46107 c3i7)780 1555 W Z fip 47 i� CD t� --� M O? ' W W O -- -- n c�a-�2 - - a n2 �2 a2 �2 - W Wiz- m i -Co w_ 0a_ m - �, as _.—_ �__—__ Co co m ciao __ DATE JULY, 1997 DESIGNED MAM APPROVED WEC SHE 4A of 73 Lt wwWwo 11+00 12+00 13+G10 14+00 15+00 ax�0J� 10+00 X�OL�� t b _ = a� E o > cu a •, O O O Q_ C, O E d O c _ � N a`� a; c � �. E a cD ,` C 3 CJ O_ (n_ 3 J NN CD P + 0) -cy) + 00 O + 00 + N 001 O 00 NO + to 00 00 I�', 00 cD O Ln I, ^ 00 M N P0 O � 00 a)� N CN + + CN + + N + + CN + ++ + + ++ N + �G F1b STIR. No. 67 STIR. No. 73 LEGEND Inlet Type J-10 CONSTRUCTION FROM Inlet Type M-10 with O� WITH 28 LFT. OF '12' RCP STIR. No. 68 CARMEL PROJECT No. 97-01 45 LIFT. of 12"0 RCP EXISTING Fib Rim EL. = $33-28'832.98 FiJ�GGO U.S. EL. _ �2�-9e1830.00 Adjust Casting to Grade SEC. 30, T-18-N, R-4-E Rim EL. _ $12-78'8 3.01 STORM INLETS c GAS LINE P r - - - - Install Casting Type 10 CLAY TOWNSHIP EL. _ $49.90' .OB STORM MANHOLE w WATER LINE 'CO 7 D.S. EL. _ $?�-20'828.49 U.S.�"'•--� '"� / Connect Pipe from HAMILTON COUNTY D.S. EL. = $38��'8 .67 !S'. SANITARY MANHOLE T TELEPHONE LINE / // [!TA. :22+61.54. "C"- Structure No. 101 4:•7 GAS VALVE o-o-o WOOD POST FENCE STIR. N0. 66 _..• • WATER METER k-x-x CHAIN LINK FENCE Remove Stru ure / °= T0+02.00 D STIR. No. 69 STR, No. 71 , 3 EE 3 'TTi I•Y WATER VALVE DECIDUOUS TREE I E; \ FIRE HYDRANT & 5 LIFT OF 15"0 x Adjust Costing Iii 1 g Adjust Casting to Grade �-' I I k! E w �' i1 POWER POLE 0 DECIDUOUS BUSH Existing Pip �8 to Grade = ,� I tl z a ,� �: GUY WIRE _ SEE SHEET 13 Rim EL. 841.46 J I ,� J „ ,7 ff ff X ¢ i f= • =� MATCH LINE STA. 50+50 D STIR, N0. 70 = I� ' Z SCALE: 1 =20 11POSTOSIGN CONIFEROUS TREE #130 x N II CONIFEROUS BUSH 2 POST SIGN �- Inlet Type J-10 with I I �` ` " w 8 I ® PROPERTY CORNER FOUND STA. 22+16.85 „C„ 4 I 12o I ' I I I I I s �_ I ;1 ; E41ST. ¢ L cn = MAILBOX STA. 50+00.00 , i/� �� RimLEL. of 12seC8 # I i I W I ' o �_ I W ND STRUCTURE WITH O AIRTARY I I I x l i�` P E x - / ;j ///��j ,I X o X = I Dr. 1 I Class I Dr. I RELOCATE SIGN 0 i m `i U NING THROUGH. USED Ft� - - - - - - - - - - i I J U.S. EL. o _ I I Class\I Dr. I I I I I ; I c��l N I E I I I I I W=11' 140 PROPOSED 1 L TO BACKFILL PIPE AND TR. Asph. Parking / = I I a I I BACK OF WALK D.S. EL. 1 W=17.5 I I 1 # Class III Dr. o 'X c I W_12' �G'; • / /� I i i I <, 1 I Q I I I I �°I I I IF li F © CEMENT CONIC. PAVEMENT i 1 0 /, 1 I I I I �? I I I I I 1 IYi OTHERS / / Ii `I FOR DRIVEWAYS (6") Conc. i F r- • I I I I ^I RELOCATE ILI�nHT POLE i �� I - ESE IGN i + ^' - - RESET SIGN Sv X x I I I I I ' I a-. I ( ) �� t U -, 1 - � �, S � •, � w � F. �° --,- ,, � o F3 .";-• � '�:� +I �% F, I i�� ` U FO CONCRETE SIDEWALK, 4 IN. I 117 EXIST HALF R/W E Plants - _ - - IFs �� _:_____-__-- �___� MODIFIED CONIC. CURB RAMP, TYPE '0' o 15 EXIST. HALF R/W ."-."-. i `n F3 CONC. CURB RAMP, TYPE N ---------- i s R/5/011 M IFI N R R MP/ OD ED CO C. CUB A TYP N i i M IFI N CN OD ED CO C. CURB RAMP TYP� � E K' r t' s i BITUMINOUS PAVEMENT TYPI i� OUS SEE CAL SECTION) K / Z , '/ ® �' ` '' � ;, s� w QS EQUIVALENT TO SURFACE IN PLACE i .."". .1--------------".------. Z k "` "-""-"-". - - - - - - -. MILLING & RESURFACING .-----.-- -- - - - - �_ - - -. I R _ G E F. F, F F. U 3 Steps 5 Steps / Fs ;:: COMBINED CONRETE CURB & GUTTER Y L) s- 15' EXIST. HALF R W Fs f F' �I S 1T EXIST, HALF R/W s X W = ¢ II III S II ( I o °a S N Q t8 DEPRESSED CURB (SEE SHEET 22) i I I o " I S I AdRustNCast n2 + LIGHT POLE SEE DETAIL SHEET 2?_ > - - I I ll L _ _ RELOCATE SIGN I I Q I o I I V- W Q Z i I I I I / N I � TO BACK OF WALK 1 I_ 1 I I 1 v 1 9 I JDr 'I I ' L to Grade I 1 ■ METER BASE ON EXISTING POWER POLE WITH W , Z o i i �� i i l RESET SIGN "' I I I I o 0 Of o I x I °• , •• J + + Class I Dr. I I � I i i I Class I 3Dr. °°RESET SIGN = IF ¢ �,� W=27' I I I I W=v' Class I Dr. + 1 �o I 100 AMP MAIN BREAKER PANEL Y I� I I Class I Dr, + I I o - - #10 THHN WIRE IN 1 PVC o 1 STIR. No. 64 W=17' W-12.5 I I I Class I I I „o t/1 F- Adjust Costin Asph. Parkin - 0 STR, N0. 62 ( 1 N t g g I I 1 i i I I I I Gloss I DOr. + I (SEE DETAIL SHEET 22) Q Inlet Type J-10 with W 4' 4 >c to Grade I 1 I I I REMOVE 36" TREE W z° 30 LF F 't2' P W» I #111 i I #121 #131 1 I I 1 #205 #207 & STUMP z Rim EL. = $32.90'832.93 I MATCH LIN STA. 49+50 D U.S. EL. = .828-70'829.74 xC I 1 NOTES: D.S. EL. = $?�r73'828.44- x SE SHEET 12 0, i I #133 #139 ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. PROPOSED KEYSTONE RETAINING WALL ALL STREET RADII TO BE 15 UNLESS OTHERWISE NOTED STIR. No. 62A STIR. No. 63 � STIR. No. 65 OR APPROVED EQUAL 17 II!! - Adjust Casting Inlet Type J-10 with A�"- - p9- SEC. 30, T-18-N, R-4-E (SEE SHEET 22A) z- KEY MAP to Grade 15,E LFT. of 12"0 RCP. �- CLAY TOWNSHIP STR. �. 62B Rim EL. _ $3�-�2'833.45 STRUCTURE REMOVED AND REPLACED HAMILTON COUNTY a 15 U.S. EL. = $3�-60'830.48 WITH NEW MANHOLE v,14 STORM MANHOLE WITH D.S. EL. = $39-70'829.26 RIM EL. ■ 833.77 34 LFT. OF 45' RCP U.S. EL. n 827.27 1ST STREET N.W. 13 1ST STREET N.E. RIM EL. ■ 833.28 D.S. EL. ■ 826.08 3 1 5 12 7 U.S. EL. ■ 828.36 °' W °' `'' '° Z CD 4) D.S. EL. ■ 827.52 _ c _ _ _ W Z w 11 F`- n 2 d a a � N c c a` a` ul co ° 3 M N Z 10 N L i w C4 C4 i� °rn v ^ :� n N No o co + + + + + `+° ° + + °+o + + + + + + + + + -- _--- T.B.M. - NORTHEAST BONNET ON FIRE HYDRANT ON - ---- _ NORTHEAST CORNER OF 1ST AVE. NORTHEAST -- - ----- --------------------------------- -----------------------------------I----------------------------------;-- ---------------------------------------------------------------------------------------------------------- - ------------------- ------------------ ------------------ ------------ --------------- --------------------;---------- ---------------------I-�------------------------- ------------------------ --------------------------------------------' ----------------------- ---------- ------------------------------------ ------------------------------- -'------------------------------------- --- ------------------------------------'------------- -------------------- AND 1ST ST. NORTHEAST. ELEV. = 836.3 - - - S $ - ---- -- --- C.P. #2 - PK NAIL SET, STATION 24+ "C" - - C.P. #3 - PK NAIL SET, STATION 25+ "C" -- - - --- ------ -' - ---- --------- - - ----------------- ------------- -------------------------------- ------------------------- --- ---------------------------------- ------------------------------ - ---------- ----------- ----- _ - --- --------------------------- - -�-- - - - -- - ---- -- OFFSET 1.41 LT. ELEV. 841.32 C.P. #5 - PK NAIL SET, STATION 22+60.16 "C" OFFSET 6.08' RT., ELEV. = 834.02 - - - -- - ----------- -- ----- ---------------- - -- - - - - ---- - - ----------------------------- ------------------------------- -------------- --------------- . . -------- ------------------------ - - - - - --' - - - -- - - - - - - -- - - - . . _ -- 34 . . 845 -� - 840 - - _ - --- - 840 . . - „ o } - -- --------------------------------------= -------------------------- t � I j - 835 - - 835 PROPOSED GRADE 077 Of) -- - ----------------------------------------------------------------------..... - -------------------------- ----------------------------- -------------1-- ----------- - - - _ _ ___ 830 _ - ---- --_ SEWER---_ - -- -- - ---- - ------- 3 6 I I 8 0 - -- aI --- _ - ----- ------r--------- - -- -------------- Y I __--- -- __- ----------- -+---- --- � ------ U G _ -- -------- -- ----------- - - _- -_--- -------- o -- I __-_-- - -_--- ----------- - ----- ------------ ------------ -- ---- ------------ -- Z ------ -- - --- Vi _ _-_________ __ _ _ _ _-___ -_--__ __________________,_ _ ,...`___________._____._.._..__.-_.--..____.____________________-______________________________-___________-----------------_-------------------------_.___________________________---____-_____------------------------------------------- --------------------------------------------•._.._..._______._.______________._______.___..___.___.____._..._.__.___________-________,_________________________________________-----------____-___________._.__.____-.__---____________-___-___._______.__....__ ___-__--____.__.._ ___----___._.__.__....___....._.._...--_ ._-------___._.__._._ .._________---_------- W _ ____ ____________ ____________________________.__________----------_---_-_-----___----___-._--__________________--__.________..__._........_.___________-.__..__-__________-__.__ __________________-________------ ________________ _____._________ �- ___________.___-__- .__ ___--._____.. _____ __ -- o a s 825 _, - ----- - ------- 7 J 0r Y - - - - - - - - -- W O ====--- -- - -- ---- I - 0 - - J -�---- __------ --1-T� V� J -. \� \� o w -- -- Q• Q' d' Q' Q' - - (] �. -- ._ ----------------------_---__-_ ----_----_--------_---_--------_-___ _________-_-__.....-__...___.__-_-_-_.__ - --- ----------- - __ - __ - - WER � z z - 1�Tt�tG NORM SE 4. N 820 z .J C0 - - - -- _ -_-.- __-- V) .- a - - - - - - _ N0. DATE REVISIONS BY APPR. 0 =5/ - -- - - --- -- -- - - --- - -...._ - - - - -- - ---- ------ - _.... -- - --- ----- ------- --- -------- ----- - - -- - - - --- - o - -- - -- --- - - - / 00 _ MgSr PLAN AND PROFILE ------------------------ ---------------------------------------------------------------------------------------- ------------------------ ----------------------------------------- --------------------------------------------------------- -- ----- --- - ------------------------------- - --------- ------------------------------- ------ -------------------- ---------------------------------------------------------------------- ----- --- --------------------- ------- - -------------- ------------------------------------------------------------------ LL1 J��o tSTER�.O L J/ O of I I X Q aQ - 609101 17 w - - 1ST STREET NORTHEAST ' z°�a a N - O STATE OF 7ND AIA �� Transportation & __ JOB N0. DRAWN H D CHECKED v � De elo ment Consultants TB MAM a P c� / F. -R] - - - w z a - - - --Co - - -1 � - -- - - -- ---- -- � -- --- Cn � i M '' � � tb 1 !F � Cn - -� - tF- O3 itr3 N A�.. ,IN 46107 yam 780-155s Z��� y ! G� M M M cn M Ca Cn Cn w cavil or z_Z cr M - '� DATE JULY, 1987 DESIGNED MAM APPROVED WEC SHEET 6 OF 73 wwwwo N ! N ! N CO ! CO W N ! � N CO ! av CO 00 �oLJaf 21+00 22+00 x D o U- 2J+00 24+00 25+00 26+00 y y C N cu W O _N CD O O W N N O C Lam- C Rt = ate_ O C a O �°' c c C rn o O in 1 min o �' o s o v t� c N 3 in 3 i 2 3 in N + o O .47 + o o co + _1 _00 o in i, --d- --q- + i_D 04 C4 C%J _ M ui W M M d N O M a� T_ 00 CN CS + r10 LEGEND SEC. 30, T-18-N, R-4-E EXISTING CLAY TOWNSHIP STORM INLETS c GAS LINE HAMILTON COUNTY :_*,- STORM MANHOLE w WATER LINE 'S- SANITARY MANHOLE r TELEPHONE LINE 0 GAS VALVE o-o—o WOOD POST FENCE � I I WATER METER k—x—x CHAIN LINK FENCE 3 I w I 3 'a zr WATER VALVE DECIDUOUS TREE FIRE HYDRANT POWER POLE 0 DECIDUOUS BUSH STR. N0. 76 U I w I F: GUY WIRE CONIFEROUS TREE __J I '< -i LIGHT POLE #2,30 o Inlet Type M-10 with ¢ o I Q - 1 POST SIGN x 190 LIFT. of 12"0 RCP. = I Z = SCALE: 1 '=20' CONIFEROUS BUSH RE 2 POST SIGN ® PROPERTY CORNER FOUND I � I Rim EL. _ $ 9846.38 N I I � m I I N :M: MAILBOX 1210 1220 I I I U.S. EL. = X33843.74 x I I x RELOCATE SIGN TO Church I I Class I Dr. D.S. EL. = $19.93'839.99 ``i I I I ``' BACK OF WALK Class 1 Dr. VV=19' FUTURE W-8.5' �I I � RESET SIGN I I I I I - CURB RAMP 1\11' ,� PROPOSED I FUTURE �n T I FOREDRIVEWAYSP(6")MENT I I I mI CURB RAMP I +I I BYOOTHERSGHT POhE i i i - RELOCATE SIGN TO II END PROJECT y 0a RESET SIGN ( ) , , '•f , I ;,; I I „ I I ___� I II c� Fo CONCRETE SIDEWALK, 4 IN. BACK OF WALK r; II STA. 31 +18.69 C — _ _ _ F, j/ jjj�/ _ _ - -- _ _ _ _ — Fz MODIFIED CONC. CURB RAMP, TYPE '0' CD _7 17 EXIST. F R W F. _ '` F, - - - --- ------ - ------- Lo — 2' G - - — - - - - - - - '/ ///%/i/// / / MODIFIED C N R RAMP TYPE N + / F. CO NC. CUB E , II / / / // / / / / / IT / / / / / / / / /, / / / �/,, � /� / / B OMINOUS PAVEMENT SEE TYPICAL SECTION EQUIVALENT TO SURFACE IN PLACE / SU CE L CE / II MILLING RESURFACING LL G & / R z - - - - - - - - - - — — — -- - - - - — - - - --- w Q COMBINED ::::::::: ---- :: w F F — F , z II IL SHEET 2 y 18 DEPRESS CURB (SEE DETAIL 2) w = — — — "� — — — — — Fa — — — —Fs S F3— — — �O— r — -�7�EXIST HALF R W — — — — y — �, II LIGHT POLE (SEE DETAIL SHEET 22) Y U � F3 S F3 01 F3 ` S C O OO RELOCATE SIGN TO RELOCATE SIGN TO a o L'i Q °'+I I I �h N BACK OF WALK BACK OF WALK 11 ■ METER BASE ON EXISTING POWER POLE WITH �, I x I REMOVE 24 STUMP) Q • =` I = 1 AMP IN BREAKER PA } A W s PROPOSED KEYSTONE RETAINING � ALL N STR. N0. 74 I of „ OO / �� REMOVE 12" STUMP REMOVE 15 STUMP I � m II 00 MA PANEL REMOVE 12 STUMP / _ _ _ _ _ _ _ II — — #10 THHN WIRE IN 1 PVC W ~ z `` OR APPROVED EQUAL Class I Dr. I + Class I Dr. REMOVE 16" STUMP — — — — — — — — — — — — Z ° I W=19' Adjust Casting to Grade REMOVE 18' STUMP / `° rWI ss I Dr. -1 I II SEE DETAIL SHEET 22 ° (SEE SHEET 22A) L n a ¢ °' (SEE o I I W-21 5I O + 17.5' I Gray. Parking I II Al Q ° I I I I REMOVE 12" STUMP J � 2-PIN OAK °z z PLACE PER HOMEOWNER Inlet Type J-10 with SEC- 30, T-18-N, R-4-E #211 #229 I 20 LFT. of 12"0 RCP. CLAY TOWNSHIP NOTES: I Rim EL. = $10'848.43 HAMILTON COUNTY ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. U.S. EL. = Z44-6tT843.97 ALL STREET RADII TO BE 15' UNLESS OTHERWISE NOTED. D.S. EL. = $std-8t"843.77 Li KEY MAP 15 a N 14 1ST STREET N.W. t3 1ST STREET N.E. 4 5 6 EM 3 1 12 na n n o 0 o n a n n a o (D a� z v c a� �= <u >> > > a > > ? > > > > > c z w 11 ~ d F�(n(n N (n R C to (n N N N N Ln (n U) O_ �'-� Vi 2 100 LU 10 O cD 3 0 OD N N N N N N N N N ` N N > 9 In n 1� O. (O 0'r' r` (O r- r'1 i� I� N co 00 iA O O (o O O I� N N O 04 N N (V N Q O O In M(n �f-1 00 Q) (n Q1 cD M Ln N � N n a0 M a1 O (n O a]M a) N 8 U-) r- n oo 00 M M M (n co O i17 (o to t- 00 N M 00 O O O O + + + + + + + + + + + + + + + + + + + + + + + + + + + T.B.M. - NORTHEAST BONNET ON FIRE HYDRANT ON NORTHWEST CORNER OF 3RD AVE. NORTHEAST - - - - -- - --------------- - - -- --------------- - - - --------------------- - - - -------------------- ---------------------------------------------------- -------------- ---------------- ---------------------------- -------------------- ------- ---------------------------------- - ----------------------------------- --------------------------- -------------------------------- --------- --------------------------------------------------------------------- --------------------------------------------------------------------------- ------------------------------------------------------------------------------- NORTHEAST. - _ AND 1ST STREET - --- ELEV. = 850.69 - - -- - - -------------- - - - - - - - ------ - ---- ------- ----- -- „ -------------------------------------------- -------------------------------------------- - � - - � - - - - -- P 1 P NAIL T STATION + 7 C. # K LSE , S 0 29 50.5 C - - -- OFFSET 0.94' RT., ELEV. = 849.77 - -- - - - ------; - - - - - - -- _ ---- - _ -------------------------- ---------- ----------- --- - -- --------------------- - - -- - - - - - - - - - - - - - - P.V.I. ELEV. 846.13 fi�.V.l. ELEV.: - 846.52 --__ - • - - - - P.V.I. ELEV _ 8�O.fl5 . ''.1. L _Vs&L.- -- - - _ = 855 - - - - --- _ - - _ _ - - - _ - -- 850 GRADE 845 4 _ -- _. ------------ --------------------------------------- --- -- - - - -- - -- - - - - - -- - - - - - - -- - - - - - - -- - - -- - - - - - - -------- ------------------------------- -------------------------------------- ----------------------------------------------------------------------------------------------------------- --------------- ---------------- --------------------------- 12 �£P 1. , A 840 840 W Y U G W 2 W A H U _- y ----------- __.___.--_____.__._._______________________.._.__.-___.___-_'_.________________________________,_-_________________ --------------------------------------------- -__. _.-_. ___ _____. _ __._._.__ _._.._. __ -_____ _.___ --------------------- -----_- ___ ,� Z l._ __ __ W _ -------_____________________________ _________________ Boa - 835 7 J Gr f -- n a u 0i V 835 Y , W O 13 O � CO L� - - p � Lo - - -------- - ----------------------- -------------------------------------- --� - - - ----- -------- ------------------ ---- --- --- - ----------------------------------- 8 3 0 --- _------ -- ----------- 3 2 830 M - 4-3-98 REVISED NORTH APPROACH ON 3RD. AVE. N.E. TB TEN N NO. DATE REVISIONS BY APPR. -- - --- ----- ---- ------- ---- --- ------- ------ ----- ----- ------ ---- - ---- -- - ------ ------ ----- ------ ----- ----- ------ ---- - --- - - - ------- ------ --. - --- ---- ---- ----- ----- --- - - ---- ----- ----- ------- - ZC� -- - - ---- -- o - ——— - - -- -- -- M , a A. M4 S� Lo 3� ���,sTERFO �� PLAN AND PROFILE J '--------------------_-------_-------- ---------_---_-------_--_-_--_-_------_----- -------------------------------___----- --------__-__.__-----_----------------- ----------------_.._...------._._...--- --------------_-_--_-----_---_------- ---------__-_--_-------------.------..-- ---------_-_------__-----._._....._.... ------------------------- V J Q w't X< as 609101 17 W N 1ST STREET NORTHEAST OSTATE OF �� ' _ AND I ANP TB ranspoi•t t^ T ation & S V cn 0 a ^ - --------------- Z`- - - - --- - - - - - - -- - --- s� �� OB N0. DRAWN CHECKED Development of Consult eo its ________________________________ __-._ .____.__.____._......... ...... .....___________________ _ __ _ -------------- ._.____ _______ __..____________.______ _____ _______________._____.. _.__ _____._____________________ ___._.___..__ __ - ___ ___ ___ _ _ _ _ _ _ _ 3 5 '. � M AM UJ Z a - - n°. -� Q .� q� o t� z� cu - z< a v� c� t; trs- N A L W is -- -- n -�!-. - ZF->-� C-, LLJ LLI w Z m oo cn 00 w cn �] N m 06 m C- cn 0 m DATE JULY, 1997 DESIGNED MAM APPROVED WEC SHEET 7 OF 73 2'UI�JD-' x O L,M 27+00 28+00 29+00 30+00 J1+00 J2+00 o-o a n a o a L1 01 0 y U _ 7 aci j U Ko _ o ' j 7 U xo 0 V1 0 L� m LPG (n N N m cu Ln N _ c O 3 M 7i m W L� M 60 M m + N + co (+nN 3 M N N E N O) N W vr o "d NM LEc c; r- c- u o Cpl ; o ^ c6 N r- N SCALE: 1"=20' + + + + + + + + + + + + + + + + + + 1570 LEGEND x I I EXISTING STORM INLETS c GAS LINE STORM MANHOLE w WATER LINE x I w I STIR, No, 78 :s' SANITARY MANHOLE T TELEPHONE LINE I vi a GAS VALVE o—o—o WOOD POST FENCE x I u- Inlet Type J-10 with ; WATER METER x—x—x CHAIN LINK FENCE I I w N I X 22 LFT. of 12 0 RCP. v.' WATER VALVE DECIDUOUS TREE � '� I Rim EL. = BA8-5 ' 8.7 3O FIRE HYDRANT x I c~i1 z I U.S. EL. = $41-&r $,p6 '•`'' GOWER SOLE € DECIDUOUS BUSH = I REMOVE 18" TREE & STUMP D.S. EL. = $443' "r-; CONIFEROUS TREE REMOVE TWO 8 STUMPS LIGHT POLE & ONE 12" STUMP REMOVE 12" TREE & STUMP 2 POST SIGN CONIFEROUS BUSH STIR. No. � °O I =•Q•= 1 POST SIGN ® PROPERTY CORNER FOUND No Work Req'd. X> I i MAILBOX REMOVE THREE 12" STUMPS x •1k' Class I Dr. RELOCATE MAILBOX! PROPOSED �. x REMOVE 14" STUMP ❑ I L W-1 RELOCATE MAILBOX TO I I I I I BACK OF WALK 0 BACK OF WALK' 0 RELOCATE SIGN TO ❑ I �'a C CEMENT CONC. PAVEMENT I BACK OF WALK I + a ❑ FOR DRIVEWAYS (6") _ _20' EXIST. HALF R/W F' f S F� —❑ °I° ❑ ❑�°—❑_ l' Q Q CONCRETE SIDEWALK, 4 IN. Fs MODIFIED CONC. CURB RAMP, TYPE '0' BEGIN PROJECT - - - -�— - - %! i� ��%,/ a - �• "-. a `K".• - -� : .. � " — — C) cu o C) 0 x m m� o •� ~ 3 m 0 d O a��i c�. > O o = a> O r1r1 n N . N 3 = N c o a 3 3 d S a 0L c O LJ\J N i� in °3 -�" ao o iZ °- 3 N -1 3 0 ) ...� ° m CD-0) O - J N c0 N N O N N O OD M C-4-r- N w + 00 00 M N ^ N N- N 01 N I� N M + + + 00 O O + + ++ CO n OJ QO co--! O O N 1�J o SCALE: 1"=20' N N + + + + +■ + + + + + RELOCATE STOP SIGN STIR. No. 88 + +I 1520 TO BACK OF WALK Inlet Type J-10 with LEGEND I 22 LFT. of 12"0 RCP. STIR. No. 84A I w I 1450 Rim EL. = B3W- T 83 .84 Adjust Casting X i i �' Q I U.S. EL. = $3&.-5d'8 ,78 EXISTING to Grade s I I "I i i w I D.S. EL. = $3 -28' 3 .42 LLJ STORM INLETS —c GAS LINE N I STIR. No. 85 i i x .'i. STORM MANHOLE —W WATER LINE I STR. No. 86 �i it c~/) o ` Adjust Co stin I S- SANITARY MANHOLE T-- TELEPHONE LINE I ;n Z ' \ I to just C 9 ZD Remove Inlet & 32 L FT x EZ=•Y; GAS VALVE o—o—o WOOD POST FENCE #530 516 STR. No. 84 I "I# o cy; I of 12 0 Pipe. Seal Hole 0 WATER METER x—x—x CHAIN LINK FENCE Adjust Costing x Ln m + in Str. No. 87 ia+Y WATER VALVE DECIDUOUS TREE STA. 32+34.40 x FIRE HYDRANT to Grade --El POWER POLE €� DECIDUOUS BUSH �STR. No. 80 I I #504 s x ' I 22 -0 � °4' RELOCATE SIGN �--, GUY WIRE Adjust Costing I SLOPE GUTTER TO Fs Fs TO UTILITY STRIP x LIGHT POLE CONIFEROUS TREE DRAIN TO STRUCTURE _ _ T, HALF R/W p 1 POST SIGN CONIFEROUS BUSH to Grode I I '�— — 2 POST SIGN x I I _ _ 1 "i _ _ Fr p '�'• MAILBOX ® PROPERTY CORNER FOUND ' I gass I Dr. Class III r. _ _ REMOVE TREE Q Class I Dr. � I 14' Wt32' I I REMOVE LIGHT I AND STUMP � 1 ELOCATE MAILBOX I W 12 I POLE (BY OTHERS) =:_= �- ,j > I + 1 U I TO BACK OF CURB REMOVE 12" TREE I , PROPOSED I o i I Class I Dr. I / M o • I " I �� o I a W=17' a I 00 Q © CEMENT CONC. PAVEMENT I Fn 2' I — — _ _— — — _ _ F' +�� I +i - rs F� _20' EXIST. ALF R/W_ — — — F, + �, I F, Fs I + I I �� t�i� FOR DRIVEWAYS (6") CD �. — — — �— — — I F3 co F C - — O V O V _N O c c O O O 0 O �.- O ;i = a 0 N D 2 c ._. O ~ O a +s o c .2 c O T V o o .21 N N o 3 O� a }n+ + n + L/)O b + c N (O � N Ii ++ + + + �- N � � L o SCALE: 1"=20' LEGEND EXISTING STORM INLETS G GAS LINE _* STORM MANHOLE w WATER LINE i}- SANITARY MANHOLE r TELEPHONE LINE d:Y; GAS VALVE o—o—o WOOD POST FENCE C), WATER METER x—x—x CHAIN LINK FENCE W w i.-'e- WATER VALVE STIR, No. 96 Uj ¢ ;,} DECIDUOUS TREE STIR. No. 94 4 _ FIRE HYDRANT Adjust Costing to x f—I� ! POWER POLE DECIDUOUS BUSH STIR. No. 92 STIR. No. 93 x Adjust Casting Grade. Grade to Drain. `rte w N F: GUY WIRE Adjust Costing w Adjust Casting to Grade Flo LIGHT POLE CONIFEROUS TREE Cn ¢ to Grade c~i) ? 1 POST SIGN CONIFEROUS BUSH t0 Grade F- ? I 2 POST SIGN FUTURE i II F- m 140 Ns'• MAILBOX ® PROPERTY CORNER FOUND #220 + #210 4 I w N I + RELOCATE LIGHT POLE Ew-o s III Dr. ❑ I I (BY OTHERS) I 0 #41 CURB RAM I II of I I II I I Z m I I Class III Dr II II �I II i PROPOSED ❑ I I 18 0 1 # # I :7- (Aspn.) W_50 ._ I Q CEMENT CONC. PAVEMENT I • 140 130 II + + I I FOR DRIVEWAYS 6' o I RELOCATE SIGN I 10' R. I I RESET SIGN + I I I I I o I ' 10' R I I ' � I � ,, I .,R I F0 CONCRETE SIDEWALK, 4 IN. o ❑ TO BACK OF WALK F4 F3 16.5 EXIST. HALF R/W P S F I > o ,--- ----- - - --- - -- -- ---- --a -- --rr-- F, � � 15 EXIST, HALF R W S — — — — ♦ F4 F, + — — — — — F— — — — —q — — — —T. — -=-r.�: — ,-------- —�TT -!` •� -- --- - — a lU 0 c c O O_ _ O O= °� N O N N E a`� o o E E E a O E E c H y C 'p c c c - H v r O c: N N O U W W O U CL N JN O W - ^C o + W 0_ ^C ' ~O-U iv ~n . C Nd- O cli 'O N O O0 aN - O ON O O O� N N O CIS c 'n -i co O N N c N c v u^ o I- O c O P- L(5 0O 00 W LID N Q O N N N N J «> J 00 00 J P7 ` SCALE: 1"=20'J Ln LEGEND EXISTING #1`30 STORM INLETS c GAS LINE *: STORM MANHOLE W WATER LINE SANITARY MANHOLE T TELEPHONE LINE \ I I S I GAS VALVE ❑—❑—❑ WOOD POST FENCE I i -0 WATER METER x—x—x CHAIN LINK FENCE "I i #230 #236 _ Y"y WATER VALVE HYDRANT c• DECIDUOUS TREE STIR. No. 99 I i #140 #210 --C; POWER POLE 0 DECIDUOUS BUSH I PAVEMENT EXCEPTION GUY WIRE CONIFEROUS TREE Remove Inlet & 4 LIFT rW=ss I Dr. I , I I r; 120 I , R. No. 100 I CONSTRUCTED IN CARMEL PR Jr-QT I ; Class I Dr. LIGHT POLE of Existing 15"0 Pipe Al I\ I 12 I , x I I No.•97-01 • i I #220 W=12' =°= 1 POST SIGN ® CONIFEROUS BUSH Inlet Type J-10 with �� � , ,. I i 1 �I I w I 2 POST SIGN J • I I I I / / 22 LFT. of 12"0 RCP. I I Z MAILBOX ® PROPERTY CORNER FOUND ' Rim EL. = BL7- 83 9 N I iii �- = B3&.-OT 834. '� n I w J i i I ,. � D.S. EL. = B34r�78'�834,I, , + �a I-// J/i -�I o+RESET SIGN _ o�° I I - � T-- - - -- - P ROPOSED II , N Z RESET SIGN w RESET SIGN CEMENT CONC. P AVE M E N T F 1 N z N _ FOR DRIVEWAYS (6")EXI T. HALF R/W � m t .R. Timber 20 EXIST. HALF C) Lo _ _ O CONCRETE SIDEWALK, 4 IN .\ T T m C:) (ED MODIFIED CONC. CURB RAM P , TYPE '0 ' w + s FM ODIFI ED CONE, CUR B R AMP TYP E N(71 CONE. CURB RAMP TYPE N af 0 1- BITUMINOUS US A V E M N T SEE TYPICAL SECI N z i cn S E U IV A LE NT TO SURFA CE IN PLACE CE w MEMEM/11/110 w i W q Y= o>Y s - F: -- ----.-- U Q ® MILLING & RESURFACING 1 COMBINED CONRETE CUR B & GUTTE R+ U q Cn o C �W PAVEMENT PATCH (SE E DETAIL SHEET 2 )X w 20 EXIST. HALF R/W+ t LIGHT POLE (SEE DETAIL SHEET 22)= W 0 EXIST. HALF R/ w GN Cile � cn • a r v(/Z 3 RELOCATE W RELOCATE SI 8 SIGN ACK OF WALK II I 1 /RESET SIGN ■ METER BASE ON EXISTING POWER POLE WITH TH, N �W U , TO BACK OF WALK Z I I I I I I I i i RELOCATE SIGN I IF- 11 , , o;I i 100 AMP MAIN BREAKER PANEL aJ a I I I I I + [CII SS I Dr. , , III III I I Ln l0' i TO BACK OF WALK iii iii i ❑ i i Class I Dr. + #10 THHN WIRE IN 1" PVC Z ° 105 I I I I iii iii i t i i W=12' i i (SEE DETAIL SHEET 22) ❑ 0 # #121 � qI iu I I I J w #141 00 #221 #231 Z + STIR. No. 101 Inlet Type M-10 with 256 LIFT. of 15"0 RCP. NOTES: Rim EL. _ $37-26'837.30 ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. U.S. EL. = $343'834,59 ALL STREET RADII TO BE 15' UNLESS OTHEI NOTED D.S. EL. = 829-73'829.77 17 KEY MAP w W 16 15 a N 14 1ST STREET N.W. 1ST STREET N.E. 4 5 6 7 3 12 _ o ° c c c c w Y 11 O O Q, C C C U Y Y Y U Lj Z W Ln N v– W in m m m m v v N O 10 O O N N O O O O O O O V) -Z C14 c,4 C14 04 N N N N N N C14 n CD CIS 9 00�0 O N+ + + + N N 00 00 00 N M N [O+ + + + + + d + + _ T.B.M. - NORTHEAST BONNET ON FIRE HYDRANT ON ----------------------------------------- - NORTHEAST ------ - - - ------------------ =---- -------------------- - CORNER OF 1ST AVE. NORTHEAST --- ------------------------ - ---------- - - - - - - - -- - AND 1ST ST. NORTHEAST. ELEV. = 836.35 - - C.P. #10 -PK NAIL SET, STATION 55+28.66 "B" -- - - - - OFFSET 7.07 RT., ELEV. = 839.91 --- ---------- ------- -- ----------- _ ------------- ! -----', - - - -- - --- -------------- T- -- 1�.V:L ELEV. = 833.83 - ----------------- - - - ------->----------- ----------- --- - ---- - - C_L_ = 0' - - _T- - - _- _ -- ' P.�/.t. ELfV. $4O.8J 45 _ - - T - - -- -- --------- - - - - „ „ - - - - - - - - - - - T __ - ___ _ - ° ---- -------- ----- - - 4 T - --------- - — - — — — — — - __ rn- ROP0c GRADE - - - Ac ------------------- -------- -------------- >�= -- - - - -------------------------------- -- --------------------------- 835 IR No 6-T nv- I I 835 - - - - - ---------------- ----- - - t I - -- I F - -- ----- -- - __---- ----- --- - - - ----- ----------------------------- ---------- - - - 830 ------ ---------- ___-_ ------___ _ ----- -- 1 - ------ ----- ------------_--------- ------ --------- - 0 I _ - ---- - --- ----- ------ I I _ ------ _-_----------- ----------- ------ - -------- --- --,- - --- - ;Exist-in __ an._ a _- - -----! -�-- ------ ---- -_---------- ------------------------------ ----- _ - - - - -------- r J 825 W y U W q W = F _ Y W () Z W H- W __________---------------____._ _______________________________-______---_____'__---_----------- N ____.-__ ---_--------_-_-.-_ ----, H f] :------------------ �_________---_-_ _---_------------_'------- _____- _________-_-: n a u ai Y W O cn 00 n D w Q �0 N O O cn cs cn �- ---------------------O M M----------------- 4---- -- Q z ------- _ -_ u 3 7 2 m _ a - - N ------------------------------------------------- --- - - - REVS Z NO DATE SONS - � - � E3 Y APP R, r -- - - -- - AP R. - PLAN AND PROFILE a - -- -- --------------- --------------------- ---------------- --- ------------------ --------------------- - ---------------------- ------ ------------------------- ��Q �F'G I ST E,pE F�J' w _ ------+ - -' - - - ---- c I ; X:2 x Q aQ y - w�a 609101 17 • °N m� 1ST A VENUE NORTHEAST z�a a N _ O STATE OF V)z a - rn Ff 7ND I ANP `vim Transportation & - rn -- - - - ------- -' ------------------ S JOB N0. DRAWN v 4] tti1 ca v o c- �, c3 m z< - --------------- - -- M- - ------- - - / E, TB CHECKED MAM Development Consultants W i j O F- - -Q.- - _�r�—"�� Z -� `� �' !� �' { Q' '--^" ----- -------------- O IY A 1615 MAIN ST.BEECH GROVE,IN 46107 (JI7�e0-15515 ---- ---- �c �) `1 O Of N z M m � c mom' co co I co DATE JULY, 997 DESIGNED SHEET OF °p �' — MAM APPROVED WEC 13 73 U 1 03 wwwwo X N o J r- 50+00 51+00 52+00 5J+00 54+00 55+00 x�o�� 5 00 °� a0i c a0i O� a0i c O ~ d �- O � L O r _ ± CD± C L z a v+ 00 10 M � M m d C to J M � _ Ln 0 0 iD 0 N ° ,' + (/+)�)m °' °' N SCALE: 1"=20' N O in � LS N ��-� cp t° + + + + + + C14 (0 cli 0^+'u 'CD + + + + J LEGEND EXISTING STORM INLETS G— GAS LINE *: STORM MANHOLE —w WATER LINE SANITARY MANHOLE X T TELEPHONE LINE #310 w w GAS VALVE o—o—o WOOD POST FENCE WATER METER —x CHAIN LINK FENCE I r•t; WATER VALVE DECIDUOUS TREE FIRE HYDRANT i 3 z L 3 1410 #420 I J w i i CC I ++ POWER POLE € DECIDUOUS BUSH #240 = i _ J FUTURE CURB REMOTE 36 (TREE GUY WIRE w �, & GUTTER u CONIFEROUS TREE CURB RAMP , , & STI�MP I LIGHT POLE FUTURE c~n I I cn i I #340 = Cn� II STIR. N0. lOS I I I �� 2 1 POST SIGN POST SIGN CONIFEROUS BUSH CURB RAMP X I I w I I IX ' ' 320 i , FUTURE CURB _ I I :re. MAILBOX z ' # I & GUTTER cnl STR. No. 106 ' ' Inlet Type M-10 with I X > - Remove Inlet. – Class I Dr. ® PROPERTY CORNER FOUND __ I� Class I Dr. +-___ _ � � 228 LFT. of 15"0 RCP. I w I • I I L — — — — — i w1 II Connect Exist. Pjp� Rim EL. _ 834-�f'834. 9 W=11+ I 18 a PROPOSED STR, No. 102 I ,�, , , I I I i I i i RELOCATE LIGHT I I `" III i "' U.S. EL. - 832 "832.30 i Adjust Casting x �- 3 I to Grade I �� I i ', I I i i POLE (BY OTHERS) I + I \��`COMnECTED� `X°� D.S. EL. _ $39 '1"830.49 REMOVE 36" TREE I a, I Ia,i I o ' I yl '' I _ I 18 -0 ' 112' RCPT i & STUMP I I O FOR EDRIVEWAYS P(6VEMENT . ; , ` STR. No. 107 MI I i ' • RELOCATE SIGN I ^�a I I + ' ' F: Fz X�o`O Remove M.H. & S S +i o QF CONCRETE SIDEWALK, 4 IN. • ; F: RESET SIGN ' TO UTILITY STRIP Fz / �; F� RESET SIGN — — — I — J N 20 EXIST. HALF R/W — Z—.—:7 238 LFT of 12 0 Pi �r— — _ — — Fz MODIFIED CONC. CURB RAMP, TYPE 0 1.0 �- `` F O Fs j ® — — —.,� .— — - + %. /' — — — — — — — C C F3 CONC. CURB RAMP, TYPE 'N' T MODIFIED CONC. CURB RAMP, TYPE �• / TION I AL SE TYPC i i, T SEE M N AVE E BITUMINOUS ) i IT M 0 i / Q i i. PACE A IN L � SURFACE� � � � � T TO SU •% N Ln / i � � IVALE � F/m/a/mu / / S EQUIVALENT/ / i i o ' MILLING & RESURFACING Q / - i / — COMBINED CONRETE CURB & GUTTER to j / i' J 1© COMB i i w — - - - - - T 2 — H 2 I EE — Z EE DETAIL L S — E S — HT POLE — — — — — _ _ _ _ _ — — — — - — — — — C _ _-�'•- -=-? - --- -- - — . - -- ■ METER BASE ON EXISTING POWER POLE WITH — e - --- -- ---- -- - ----------- -�- -- -- -- — — — — a — — — — — — — — — — --- -- - - -- -- ---- --.. r — — — �i d� 9 _ •. .; ° . . •-• •• •.'• ,� � 100 AMP MAIN BREAKER PANEL � EXIST. HALF / c W I— ; N N U 20 EX SET - — — 0 ° � s C Q R W W Y Q N /� • Fs N `' o I , I S r, �, S RE SIGN S #1 THHN WIRE IN 1" PVC U W Fs �; ' ' RESET SIGN + I �, N x 0 ?� F� + STIR. N0. 103 � L � (SEE DETAIL SHEET 22) Z a i i �. 3 ' Adjust Casting ' �I ! i i STIR. N0. 104 I + �' o W W Z o , , I �I I I , , dl to Grade I Remove Inlet & 46 LFT I ECIIO I Dr. Cos I Dr. n 0 W W = ,� I + i I � I t Lia s I Dr. I Dr. > „ I , , of 12 0 Concrete Pipe + ' QC a _J i i RESET SIGN 3 I I _ i i ' c I i i I w I Q I Connect Exist. 8' PVC I I o ' ' I I Z I I I = Class I Dr. I I I I I to Str. No. 105 Q a' X241 FUTURE ¢ I W' i I N #311 , , W=20' I I I I W z CUR RAMP � I I I Cx #331 I STIR. N0. 105 Z N #321 #421 #431 NOTES: cn I I I Inl LFT Type J12' RCP. ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. x m ALL STREET RADII TO BE 15' UNLESS OTHERWISE NOTED. U-11 �Erf Rim EL. = 834:91'835.05 #401 U.S. EL. = a3 832.88 w 17 KEY M A!= D.S. EL. 8323'832.33 W 1s �15 a r- N 1ST STREET N.W. 13 1ST STREET N.E. 4 5 6 7 0 0 N N 3 1 12 � � z CD m it a> a. a z 0) CD N > D O) O O O C a C c C 4 W 10 j o c 3 2 3„s '� c v 0+ ° ° Z =d 6 p c co N N L0 V U V C 0 0 0 ° - o ° _CD a 9 O N U C7 U U U O 011 N +- N 3 i� cn N In 8 m 0 M M O N C7) Q) Ln ^ 00 a N N N N N Q 00 + + } N -4 LD I� O M (0 Ln 0° 00 + + N N N N + �} + + + + T.B.M. - NORTHEAST BONNET NUT ON FIRE HYDRANT ON SOUTHEAST CORNER OF 3RD ST. NORTHEAST - ' - - - - ------------ NORTHEAST. - - - - ---------------------- --- '---------------------------------------- - ----- ------------------------- ---- -------------------------------------- - 1 ELEV - 843 4 AND 1ST AVE N ------------------------- - --------------- C.P. #11 -PK NAIL SET, STATION 58+63.63 "D" OFFSET 0.99' LT., ELEV. = 836.72 T - --------------------- ----- ------------------------------ C.P. - '------------------------ -------- ----------- ----- ---P:V.1: STA;--59+25 r-------------- - - - - -- - — --, - - 1 PK NAIL SET, STATION 60+ - - - P:ViL-STA:-57+57 - - - - - - - - --------------- - - - - - OFFSET 0 83 RT. ELEV. -- - - - --------- ------ - ------------ ----------------------- ---- 4 - - - - - - - -- - 840 --------- -----_ _EXISIlNG GRADE y - -- ---- T ------------------------ - - - - - 3 - - - - ---- -------------------------- - - - - ---- ------ ------- - - - - - - - - - - - - - - - - - - - - - ---- - - - - ---- - - - - - - - - - - - - - - - - - _ -------------------------------- -- 830 --------------------------------- - ------ - JL---------------- -- ------___-__ _---------- ----- ----------- - ---------•---------------------------- ---------____ _--__-___-.n -t--_ -----�.� --- ------------ ------------ _____________________________________ 825 R - - - - - ---- w --------------------- - - - - W ___-__________ ______________________________.___.__._____ --1 - 0 n ' U _____________________________--___-__-_-__-__-___... ____--___-______.-_____ _-----_____ - W Gl _-----__-..--__-----------_-----------_-------------------------------"------------ L_-_____________________________ 0' O = F _'---------------- W q V C7 __ __---_---____--____._-____ -------------------------------------------'---_--------------------------------_--_-_____---___--______-_____.....___.--._-__--_`_____-__--_-.--____-_______._-___-.-__ ___-_-______-_____-_-___-_______--_____--____ •-----------------------------------_----- - ------------------------------------------�F- ____-__-__________.._ ____________________ _______.__--__. --1 o a �J M .� J 0_' --�T--- M 0.. 07 Cq M Y _ W O O J 0.1 --------------------------------------------------------------- ------------------------------ -------- -------------------------------------------------- LL , O W - - r --------------- -------------------- ------------------ ---------------- ------- ---------- -------------------------------------- --------------- --------------------r -- - - - - - Z TB TEN i — -- _ 1 4-2-98 REVISED APPROACHES EAST & WEST ON 3RD. ST. N.E. & WEST APPROACH ON 4TH. ST. N.E. v, BY APPR. ._� —.T M � -- ---- -- N0. DATE REVISIONS _ �- i — --t - - - - -- - -------------- --------------- --- ----- ---- ----- - --- ----------- - ;-- — u. - - -- - - -. - -- ---- ------ - - - ` a -- - - - - - -- - — — ����ASTMRSrF PLAN AND PROFILE Q �M ------------------ F O ------ ---------------------- (n 2 w - - - ----------------- ---, --------------------- -------- -------------------- -------------------- ----------------- --------------------------- X X a� O STATE OF <v 1ST AVENUE X as Transportation & C W c,. 'ND I ANP CHECKED MAM Development Consultants o uwi�m'('4 `SS �� JOB N0. DRAWN TB 46107 - - z�d Q - N (3177 180 1555 - --- ---------- ----------_-- - _- _ _______________ _ _____ ___w - ____-__-____--_______._- _- _--_ ____ A 15 MAIN Si BEECH GROVE 1 - -- - APRROVED WEC SHEET 14 of 73 ~ - Q- -----t. -j M - -----------P.- ;� ,� os - - - 0 Z` c� DATE JULY, 1997 DESIGNED MAM CO a Q .� - M - ------------- - c� M a c� w z - - -- ^ .� - M M QO a �. wW 8 M rr M rvT M Cb - m a] N- j_g1_ M 00 N Q] Q� N Q7 �+ U � - 58+00 59+00 60+00 WWwWO 56+00 57+00 X:DcEm CD CD = 3 O = O . O C O c CD H F� H C H H 4 y ~ tLi, fLn O E C C O U U \ O V 3 N C N O N O J O e 7 n C — + N N cD U cD (n cD cD H cD m 07 N c/l 0] 3 m 3 07 W W •- M _ cD sY A , O 00 � cD N fA N N N N W W N N L / 1 N N N `\vl �1 N SCALE: 1"=20' 0 - O o O 0 O nl r O M 00 L n M 1r n 01 M O c n n Ld n t\ /1 N n. O n- W cn N M M � U7 U7 c0 UJ to n n O O O M M U) `1•J I+ O M O c0 O t0 00 M M STIR. No. 116A LEGEND Inlet Type M-10 with FUTURE CURB 50 LFT, of 12"0 RCP. EXISTING _---- I GUTTER Rim EL. = $3�-62"83 .15 & STORM INLETS G GAS LINE U.S. EL. = $3&6r 83P.25 #600 #610 STIR. No. 113 D.S. EL. = $361'7'8 .36 T? STORM MANHOLE w WATER LINE #510 I I 520 I I I I I I d>f; GAS VALVE MANHOLE a—o—o WOOD POST LINE Remove Inlet & I I STIR. Nb. 117 # #¢¢Q 64 LFT. of 12"0 ipe. I I 1 w: WATER METER x—x—x CHAIN LINK FENCE 1 '•w•:r• WATER VALVE STIR. No. 112 I I I Inlet T e J-10 with I I I 1620 I 1 # :_ FIRE HYDRANT I I I I I 630 DECIDUOUS TREE I i. POWER POLE €� DECIDUOUS BUSH ,�. W I I 10 LFT. lof 12"0 RCP. I I I I I I I I i «;- GUY WIRE CONIFEROUS TREE Remove M.H. & x z l Q 3 o I Rim EL.I= $3�-62'833.03 7 LFT. of 12"0 Pipe. �� i l l F I w I� I I I LIGHT POLE 1 w N I� I II U.S. EL.I= $3&-7r 830.84 I I I I 1 1 i i 1 POST SIGN CONIFEROUS BUSH LLJ� o I i it D.S. EL.I= $36-63 830.75 1 1 I I 1 I I I w 1 I Z ¢_ STIR. NO. 115 I I I I I I I I I i i 2 POST SIGN ® PROPERTY CORNER FOUND I 1 tie; MAILBOX REMOVE 11 PINE 1 I I Klass I Dr. 1 I / Remove Inlet I 11 Class I Dr. Class I Dr. I Class I Or. I Class I Dr. I I Class I Dr. ' I 1 1 0 I 1 1 - 1 1 = / I ,- W=16 W=16 C Class I Dr. I #540 W=11 W=11 I i i W=12' 1 1 W=14 �, I TREES AND 11 STUMPS "p ; I°° r cn ^° �JI I I I W=12' 1 n I l a I 1 1 I ; ; I I PROPOSED lio ¢I I (n I 1 1 I I� I w RELOCATE SIGN TO I I I I I 1 1 1 1 a I I I I 1 1 I 1 I I I I 1 1 j I I I 1 $ I+ © FOREDRIVEWAYSP(15")PAVEMENT 1 n, BACK OF WALK I o 1 � I I o o I I ' 1 1 0 RELOCATE SIGN 1 ] °I ( ^ + S ' � S ^ S + — o S TO BACK OF WALK Fz Fz —X S 20' EXIST. HALF R W °' I �� _— • I = CONCRETE SIDEWALK, 4 IN. IF F F C —IF C '� Gro4. f' / C Cr• C " r � F: MODIFIED CONC. CURB RAMP, TYPE 0 C — — C �-_ — — - - T — T — — / F� CONC. CURB RAMP, TYPE 'N' + / / i , i / /, / N / / AMP TYPE N R R E / MODIFIED CO C. CURB SECTION) PAVEMENT NT SEE TYPICAL SEC 0 / / I / I ,// BITUMINOUS P VE E / / K / / IN T T SURFACE PLACE / IVALEN 0 SU / E U / / / S / / , / RESURFACING ' � � MILLING & RESURF C G / / / R / / / / / — — — — — — — — — — — — — — — — 1 COMBINED CONRETE CURB & GUTTER 2 - - - - - - - - - — - - - --- - -- -- -- - - - - --- ,� F F LIGHT POLE (SEE DETAIL SHEET 22) Q Y a 1 I - ;`, o Fz s ��� 20 EXIST. HALF RAW ■ METER BASE ON EXISTING POWER POLE WITH �, I , SI S STR. No. 118 s 100 AMP MAIN BREAKER PANEL • 1 1 • +� I 1 l i I I ' i i a l I I '3 Adjust Costing RELOCATE SIGN TO a Z ' I LL I I 1 ' I " I I + ' O I^ BACK OF WALK — a ci I I I o ¢ I I I c W = I I RELOCATE SIGN i + I °' , I I I I I I n 1 ' 1 g — 10 THHN WIRE IN 1" PVC > RESET SIGN 'TO BACK OF WALK L i W I 3 I I I I I I ,-;' III I Ip I I I \ W W 3 I I I I �; 1 1 I I I to Grade \ (SEE DETAIL SHEET 22) z l U I I� I STR. No. 116 1 1 I TH I H I I 1 1 I I Class DDr'. ove Exist. Inlet r'�'�R T M,�►1�s W1 I I I R"' Class I Dr. i i I Class I Dr. W a s + X'� i i ~I 1 LF s r R 111 Class I Dr. I I + STR. No. 109 + I I w N Class I Dr. 29 of 1 ipe. _ ¢QI 111 + W=12 1 I I I W=10' Q ° Adjust Casting ST No. 111 I �l 0 1 V + �1M EL. ■ .42 1 W=18' � � = W=16' Conne Draintiles I 1 I I I I cn I r. No. 11 EL. 834 09 1 1 1 I I I 1 1 F- Z I I d to Grade #441 Re ove Exist. Inlet & 1 ' ~ X ■ 8 89 o Z STIR. No. 110 22 FT, of Pipe. v I m �6' 521 . 1 ; 531 #535 ; I I # #541 � � I I NOTES: #431 Inlet Type M-10 with x I `r'I # I I ' I I 611 I 1 #621 ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. 14 LIFT. of 15"0 RCP. I I Garage I IIi i i # I I ALL STREET RADII TO BE 15 UNLESS OTHERVJiSE NOTED 111 Rim EL. = $3�'833.47 I I I U.S. EL. = 836-'L'830.47 STIR. No. 114 I ' ; 1 I w17 KEY MA" . D.S. EL. _ $36-Y7'830.32 Storm Manhole with FUTU E CURB 70 LFT. of 18"0 RCP. 1 I w 1s & GUTTER Rim EL. = $3e�' 833.65 U.S. EL. = $39-r 830.32 ^'a D.S. EL. = $2A-*7'829.28 1ST STREET N.W. 13 1ST STREET N.E. 4 5 6 7 3 1 12 CD z a> c W M M _° c y C c 2 J J Z w 11 OJ J J = 5 a `` `` a s o c a N 10 C fn O O O _ _ O r co � O` O ' 3 3 r U w cn M I,. O N O M a) O N O O C-4 N N O N N > 9 N U-) CIJ C14 O c0 L �_ 0M0 O O M In O N N H 00 + + + + + + + + + T.B.M. - NORTHEAST BONNET NUT ON FIRE HYDRANT ON SOUTHWEST CORNER OF 5TH ST. NORTHEAST - -------- --------------- -----------;--- NORTHEAST. - - - - ---------- ----- AND 1ST AVE NO - ----------------------------- --- --------------- - - -- - ------- ------------- -- - - - V 835.06 ELEV. V.1.STA 63' 7 _ - - - ------------------------ ------------- --------------- -------- ---- ----- --------- ------ - ----- - �- - - -- - ------- - ; -------------- ' : 4+ 1.01 "D" - � � C.P. 13 - PK NAIL SET STATION 6 6 -- -- � . . - 33 - - Pte/.ELE�/. � _ - - -- _ 845 --- _ OFFSET 5.35' RT., ELEV. 836.31 -- - -- 840 - - 8 0 ----- --- ---- ----------- - ----------- - - ------- -------- ----------------- — — - - --- 835 E) 8 FJ 1 I I ' 1 � — — — — — i I I - 830 - - - - - - - - - - - _ - - - - - - - - - - - - II ------------ ---- - - - - - ---- L --- ------ 825 825 ------------------- ------ _______----- ----__ ____________ ____________ ------------- ------_____ -- ------------- ------------ ------ ———— —— ———————————— ———————————— ————————————— ————— ——— ————————————— ——————————— —r ———————. — T ———————.1——— + —————————— ——— — W UJ U G r ----------- ---------- --- -- - W , ------------------------------------------- q O --------------_ rW VI Z -__- -------- ------ ----- �_____-____-_______- " _ d U W 0 Y Q Q Q W o J o -- ca co co co co co CIS,- PU L _ D W u -- O z z o 2 m - - -- — -- - 4-3-98 REVISED APPROACHES EAST & WEST ON 5TH. ST. N.E. TB TEN PLOTTED �-4V — - - _ — NO. DATE REVISIONS BY APPR. -- - - - - - - ----- -- -------- --- --- - - - - - - -- --- w Mgsr PLAN AND PROFILE � N 3 0 N \ J > `-_-________________�_______________ ------ ----- ----------- ----..------------------------------------------------- ---------------------------------------------------------------- ------------------------------- ------- ---------- - -- --------------------------- -- 0 ---------- I J Z Q J a - x�M ' - 60910117 x a 1ST AVENUE NORTHEAST ' ' c w j I I O STATE OF 1 Z a a N �s 7ND I ANP V� Transportation & ' S 0 JOB NO. DRAWN TB CHECKED MAM Development Consultants ~ ___ _ -------------- - / N A L 1615 MAIN ST BEECH GRE E,IN 46107 (317)780-1555 Lo C20 CVD- z r J- �� '� � � c'� c� '� DATE JULY, 1997 DESIGNED MAM APPROVED WEC SHEET 1� of 73 o a w`n Z? m an 00 cb m ao M N Q] N m' Q7 � m cz— an co wwwwo X�a E M 61+00 62+00 6J+00 64+00 65+00 66+00 c Q _ Q Q #670 = Q Q a I.- I a� c O --Q a`� E I c I Q .� Q o J o W U N r U On U On I_� I m N J (n + 3 ,!1 O N L N N N N 1 W C IN I N T O O N O �V \�J N N I� I N SCALE: 1"=20' o m #640 00 00 o N � I J o f 660 to co Cfl + I # I+ I + + + + LEGEND I #650 I I I I STR. lo. 127 EXISTING ❑ I I 22 LF,Type R.C.P. STORM INLETS c GAS LINE I I I I Rim El.. - $32-3'f'832.28 =i% STORM MANHOLE W WATER LINE I ❑ I I U.S. E - 829.28 C= SANITARY MANHOLE T TELEPHONE LINE I i I I I I I I D.S. E . _ $�2 ,15- 8 �1 GAS VALVE o—o—o WOOD POST FENCE ;:: WATER METER k—x—x CHAIN LINK FENCE iv.•:41 WATER VALVE I I I I I I ❑ I � DECIDUOUS TREE I #720 r FIRE HYDRANT i--; POWER POLE 0 DECIDUOUS BUSH GUY WIRE I CONIFEROUS TREE LIGHT POLE r i I I I I I ❑ I I I 12 POST SIGN ` CONIFEROUS BUSH # I ® PROPERTY CORNER FOUND i I 710 I :M= MAILBOX Class I Dr. I rW4 ss I Dr. Class I Dr. Class I Dr. I a Class I Dr. Class I Dr. I ECII s I Dr, u, I I L STIR. No. 119 RELOCATE SIGN TO a I o ' W=10' a l I 14' W=18' a I ❑ 1 W=15 I I W=14 i i I N W=22' I V 0 + PROPOSED 0 1 1 Adjust Costing to Grade X6� UTILITY STRIP 1 N I o '� I ► ,�' I I� I 06 I RELOCATE LIGHT POLE �I of I �I I •n al I © CEMENT CONC. PAVEMENT cm + I + FOR DRIVEWAYS (6") RESET LANDSCA� + (BY OTHERS) I / I S 14 -�' TIMBERS S S m QF CONCRETE SIDEWALK, 4 IN. _ 9 s — — — — —. — — �. — _ ® S 20 EXIST. HALF R/W Fs _ _ -` _ __ _ _ S - - - - - - - — _ — —T— — f F. P Fz MODIFIED CONC. CURB RAMP, TYPE '0' Grov.I a F" _ l� �Y T �+ — ' c l C - - - - - - - - - - - - - - - _ — _ �'7� - - — ���-� - - — — — — — — — — + F3 CONC. CURB RAMP, TYPE N' -{- R RAMP TYPE N' / / MODIFIED NC. CUB E / OD ED CO i / / i / PAV RAMP, TYPE 'K' MODIFIED N R R M E MOD ED CO C CURB / / TYPICAL TI N BITUMINOUS PAVEMENT SEE T C L SEC 0 / / INPLACE EQUIVALENT SURFACE / E UI LE 0 SU CE w 0 w / / / o J / � ,/ � ® MILLING & RESURFACING _ - — - _ F- - - ---- - -- -- -- - -- ----- - _- - i �'� COMBINED CONRETE CURB & GUTTE U -- ----. --- -. - - ------ -- -----------vex F- '� �" r F �� % j/ ! - - - - �- - - aa _ _ _ - - _ _ _ I° '� - - - - - - • DEPRESSED CURB SEE SHEET 22 -� a— — — I a 18 ( ) U Y U ¢ s o 20' EXIST. aHALF R/W F, I L W = r S I I I Q ( LIGHT POLE (SEE DETAIL SHEET 22) a -C-4 I ■ METER BASE ON EXISTING POWER POLE WITH W Q w 3 I I I I I t o I I I I I I r'i i i 1 I r W F 11 U I N I I I I cn:: I I M tWll= 100 AMP MAIN BREAKER PANEL W ~ Z I I I + I I #10 THHN WIRE IN 1" PVC E3 I / / I �, �; Class I Dr. I I I ' + s I Dr. N a a i i % % Class I Dr. I I °+ W=12' I ' I I FUTURE I 1 RESET SIGN $TR. N0. 125 s2 STIR. No. 126 W=12 + I I I I , zl 3 Storm Manhole I I Inlet T e M-1Q with (SEE DETAIL SHEET 22) I I I I I I CURB RAMP I I �-'' 1 Z o I I I I I i i I I I i� I 345 LFT. of 15 0 R.C.P. I 204 LFT. of 15 0 R.C.P. Q `� TRIM & REMOVE I , ' ' I ~ Rim EL. = $34-fr3-834.64 I Rim EL. = B32-3T 832.32 -J i i BUSHES TO BACK bF WALK I I i i w rr � I U.S. EL. ° z° I I I I I i i I ' � D.S. EL. = 2$ 7 828.27 I I = 829.13 cr1? ��828.33 I D.S. EL. _ 828.35 NOTES: =� ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. #645 #671 �Im #721 ALL STREET RADII TO BE 15' UNLESS OTHERWISE NOTED. z17 KEY MAID W 15 a N 14 1ST STREET N.W. 13 1ST STREET N.E. 3 3 4 5 6 7 cif L �, L y °; m N y y N y a� c 3 Z 1 12 V) y t c V O V U N 7 C V N y (D W o c 4 a = ac m o' o O cu a� a a� cD � �° a, a7 11 M m J l.� L� 2 W = 2 N 0) L.L d N C N F- �ZJ W CD cu cn D+ V) C C O O O O O O O - — C O — O � CO t Q W 1O J �] O N U ?i U U U U U cD [D �W cD cD 3 N m c0 M N N Z (/) b F CO o N N °' ON o o n of o� i- a g cli N N N N N ON CN O N r- N to �O co r a0 oD O M r 000 000 M M ON 7 n M rn N 8 Q, (O fD + + + + + + + + ++ + + + + + + + + ++ + + + + + + + + + - - - --- -- T.B.M. - A R.R. SPIKE 12 UP IN THE EAST SIDE OF A LIGHT POLE ON THE WEST SIDE OF 1ST AVE. NORTHEAST - - ----------------- - - - - - -- - - THAT. - - - - - ------------------------------ ----------------------------- { ACROSS FROM 7TH STREET NORTHEAST. S -- - ELEV. = 836.46 C.P. #14 - PK NAIL SET, STATION 68+11.72 "D" Lr) - + OFFSET 8.59' LT., ELEV. = 836.65 --- --------------------------- ---- -_ ,--69� -------;------- -- {------------- --- , ----- ---- --------------------- --------------------- -----------'------------------- ------------------ ------------------ -- - ------- -------------- „ „ . . . ---------------------------------------- - 1 -- -• - � -- T STATION 71+81.3 D C.P. 15 PK NAIL SE S 0 ,EL __- - -�- -== - - OFFSET 2.92 R , ELEV. = 833.15 845 - - T. �. - - __ - C.P. #16 - PK NAIL SET, STATION 69+63.93 "D" - - OFFSET 10.89' LT., ELEV. = 835.73 - - - -- - - - - - - -------------------------------------------- ---- ----------------------- 4 840 - 8 0 ----------------------------------- ------------ - --- ------------ ----- ----------- - ----------------------------------- ----- -- ------- - — — _ _ 835 835 -- - -049% - - — - -- -- --------------------- ----- - - ----- --- - ----------------- �- ---- ----- - - - - I I 830 830 I ' I I , ------------------------- 2 ZI 825 8 5 -------------------------- W ------ ----- - - -------- ------ I I y ------------------------------- -- ----------- _ ---------- -- ---_----- --------•------J L------ U - ----------------- __ __ _ ---_------------ - ________-_______--_-__- -----------__- _____---._.- -__---------------------------------------- __ W ----- --- - .-_--- -_.--.... ---------------•--------------------------------------___' _-__-_____-__-_______-___..-.._---_---_-_______-_ - ---_� - --------__ __________ _____ Q -� --- --- _ _ _ _ _ ______________________________-___- -_- - _____ --------- -__-_-__ - -- -- --- y - - - - ---- ---- ------ ----------- z -------------' - - - - - - - - - - --------- - - - -------- ----------- i --- ----------�- ----- ----- S 0 CL L7 00 co A Y W O J 0 - ,-- Pq - L,- 00 T O W — o r2 z - z N - 2 j - I 4-3-98 REVISED EAST APPROACHE ON 7TH. ST. N.E. TB TEN m - — __ N0. DATE REVISIONS BY APPR. a - z c, - -- Ln a � A Mgsl PLAN AND PROFILE 3 o vR 1 ST ERE F� ~v� f J > - - ---------------- v Q J N W X aQ 60910117 w,� 1ST AVENUE NORTHEAST ' 00 ..m co O STATE OF zD aaN ANP Transportation & s I JOB NO. DRAWN CHECKED Development Consultants Q - - - ------------------ - - - - - - ��ONAL �.� TB MAM P C9 n 1615 MAIN ST.BEECH GROVE,IN 46107 (317)7BO-1555 - N - - - - - ----- -- - tU 47 F fD to d? G� t'n '' OS- - - ----- -------- O n? Q .� CY7 - - rj - --------- e� �7 CS- to O] 4� C6 �7 O zR- Q Z W Z �- 16 73 z o �., ! r-j M ! e�_ _ ', DATE JULY, 1997 DESIGNED MAM APPROVED WEC SHEET OF W R-Z_ cn _ �; an w ao m m _ `z' W W 1 W O x�C)J M 67+00 68+00 69+00 70+00 xVo-M 71+00 72+00