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Old Town Improvements SW Quadrant /111AO(:rl r*lp I L44P i LICL Cl T Y OF CA RAoIEL PROJECT NO . 03 = 02 OLD TOWN iMPROVEMENTS S W QUADRANT HONORA B E JA MES BRA INA RD MA YOR INDEX OF DRAWINGS SHEET NO. TITLE SHEET & INDEX 1 0 TYPICAL CROSS SECTIONS 2 o EAST 136TH ST. WEST 136TH ST. � WATER PLAN & PROFILES 3-4 Z ROAD PLAN & PROFILES - LINE "A" (1ST ST. SW) 5-7 Z z 7TH ST. N.E. CITY COUNCIL MEMBERS Li ROAD PLAN & PROFILES - LINE "B" 3RD AVE. SW 8 c� Q Z Z COOL CREEK ( ) coca' TH sT ROBERT BATTREALL ROAD PLAN & PROFILES - LINE "C" (1ST AVE. SW) 9 N w Q RONALD CARTER o MAINTENANCE OF TRAFFIC AND PAVEMENT MARKING DETAILS 10 5TH T. N.W. N 5TH ST N.E. KEVIN KIRBY J DRAINAGE DETAILS 11 < JOHN KOVEN ROADWAY DETAILS 12 0 4TH T. N.W. 4TH ST N.E. w NORMAN RUNDLE z PAVEiyIL NT QUANTITY TABLES 13 w LUCI SNYDER 3RD T. N.W. 3RD ST N.E. 'Q STRUCT_UR1= DATA & UNDERDRAIN TABLE 14 Z o WAYNE WILSON Lj CROSS SECTIONS - LINE "A" 15-19 2ND T. N.W. ND ST N.E. ❑ --- - — PROJECT LOCATIONS o CROSS SECTIONS -__LINE "B" 20-21 INDICATED BY N 1S ST. N. .D[�QLEIt� HIGH SCHOOL CROSS SECTIONNS - LINE "C" 22-23 SHADED AREAS WEST MAIN ST. N� El �� EAST MAIN ST. . 21ST ST S.W. 1S ST. S.E. _APPROVED BYE 2ND T. s.w. CARMEL 431 BOARD OF PUBLIC WORKS AND SAFETY 3RD T. S.W. 3RD S S.E. EMERSON RD. ALTAM AVE. 4TH s S.E. JAMES BRAINARD CHAIRMAN c/i L6 QQ aw J N � � 5TH ST. S.E. MARY ANNE BURKE MEMBER CD z LORI WATSON MEMBER 0 6TH ST. S.E. LLJCD w z MOHAWK DR. f PREPARED BY: LOCATION MAP cn NOT TO SCALE J d \ U u� V) r) E. Nr JQ ri STEREO 0 Q � 3M W O x :: X <(n< 19700381 Q)wU J LLJ o Ld z D H N o�a__~rn • I �. I � , � O STATE OF =w ,Z0- INDIANA DEPARTMENT OF TRANSPORTATION �SS/ONAL U~}W Transportation & a--<z STANDARD SPECIFICATIONS DATED 1999, INDOT Development Consultants, JANUARY 31 , 2003 wwwwo SUPPLEMENTAL SPECIFICATIONS. CERTIFIED BY: DATE 341; N[RVAN �� g�_;H ��rtl� ,1 � 1� WU7�J2' X D O W d4V rdOWAI aao4AVjQoo*j 24 „ RIM ELEV. TO 24" 6" 18 THIS POINT 6" 18" RIM ELEV. TO 3" TOP SOIL kl 1 1/2- THIS POINT 50'-0" RIGHT OF WAY iv NO 4 11 3,/l 4' -CEMENT CONCRETE PAVEMENT 30'-0" FOR DRIVEWAYS 6" CLASS "A"' 20,-0„ `�' �a CLASS,a An, CONCRETE 4'-0" 2'-0" C��lCREII 11,-0>, 11,-0„ 2,-0., COMPACTED `n ,� , ' e BACKFILL � �� �/ COMPACTED SUBGRADE *— DIMENSIONS TO MATCH CURB TYPE ON EITHER COMPACTED SUBGRADE OR AGGREGATE BASE SIDE OF DEPRESSED AREAS. 3'1 OR AGGREGATE BASE -- Mqx 27 F 17 BITUMINOUS MATERIAL K 27 MPX FOR TACK COAT PROFILE GRADE & 17 3'•� I COMBINED DEPRESSED LINE B I COMBINED CURB A ND GU T TER TYPE H CURB AND GUT TER 3� % 2.0% 3.•� MAX 1 2.0 NO SCALE NO SCALE CURB NO TES CURE ALL EXPOSED SURFACES INCLUDING SIDES WHEN 3RD A VENUE S W. CROSS SEC T1 ON FORMS ARE REMOVED. SCALE: 1/2" = 1' FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. STA. 50+00 TO STA. 5J+ 16. 87 LINE "B" DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. 24„ 18" 6 1/4 3" TOP SOIL 1"R. RIM ELEV. TO TOP SOIL THIS POINT _SLOPE 1 52'-0" RIGHT OF WAY COMPACTED BACKFILL ,, CLASS "A" BITUMINOUS PAVEMENT COMPACTED N CONCRETE 20'-0 32'-0 BACKFILL ._ CLASS "A" , 4'-0 2'-0 11'-0 11'-0 2'-0 AIR—ENTRAINED COMPACTED SUBGRADE CONCRETE OR AGGREGATE BASE S TRA I GH T CONCRETE CURB COMBINED -- 5:1 Mqx 27 F 17 K BITUMINOUS MATERIAL K MPX —_ I CURB AND GUTTER TYPE 111 2.0% FOR TACK COAT PROFILE GRADE & 17 27 -y. NO SCALE MAX LINE C 2 % I NO SCALE --- 0 3' MAX ° l T l 1 IS T A VENUE S W. CROSS SECTION VARIES 1/2)9 SCALE: 1/2" = 1' F SLOPE VARIES STA. 60+00 TO STA. 63+01. 08 LINE "C" a 1/2" PREFORMED JOINT FILLER PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD SPECS. 33'-0" RIGHT OF WAY 16'-6" 16'-6" SIDEWALK ADJACENT TO CURB NO SCALE 4'-0" 2'-0" 10'-6" 18'-6"* 10'-6" 2'-0" 4'-0" LEGEND I I I BITUMINOUS PAVEMENT 3• 27 110#/SYD. BITUMINOUS SURFACE #12 ON F 17 27 1 MPX -- 330#/SYD. BITUMINOUS BINDER #8 OR #9 ON 2.0% BITUMINOUS MATERIAL PROFILE GRADE & 17 FOR TACK COAT K 2 0% F 3'• 3i 2.0% LINE "A" 2.0%, 3.1 MAX 4" COMPACTED AGGREGATE BASE #53 TYPE "0" ON --- 5" COMPACTED AGGREGATE BASE #2 P . 4„ BITUMINOUS PAVEMENT ' 110 SYD. BITUMINOUS SURFACE #12 ON 330#/SYD. BITUMINOUS BINDER #8 ON n4",' 1ST STREET S W. CROSS SECTION 9" COMPACTED AGGREGATE BASE 53 TYPE "0"# t SCALE: 1/2" = 1' CONCRETE SIDEWALK, 4" :> STA. 16+64.25 TO STA. 23+ 10. 35 LINE "A " R BITUMINOUS SURFACE MILLING 1 "t AND RESURFACE ( ) o WITH BITUMINOUS SURFACE #12 " N *STA. 17+07 TO STA. 19+05 LINE "A "' Y 13 STRAIGHT CONCRETE CURB 17 COMBINED CONCRETE CURB AND GUTTER, TYPE II AGGREGATE FOR uNDERDRAIN � � r Y� SIZE #8 �r 18 COMBINED DEPRESSED CONCRETE CURB AND GUTTER 19 COMBINED CONCRETE CURB AND GUTTER, TYPE III 6"0 GROUP 'Y'„ PIPE RIGHT OF WAY (VARIES) 26 SODDING 14" 6 VARIES VARIES v MULCHED SEEDING 4'-0" 2'-0" 10'-6" 10'-6" 2'-0" UNDERDRA/N DETAIL NO SCALE I I I -- Mqx 27 F 17 BITUMINOUS MATERIAL K 27 2.0% FOR TACK COAT PROFILE GRADE & 17 3'. 3•.1 MAX 2.0% LINE „A" --- 2.0% MAX a • i cn N E. N A 0 TYPICAL CROSS SECTIONS Q J 3 Ni Q` RAG 1 T R p ,P u w° 1ST STREET S. W. CROSS SEC T1 ON 0�U X Q v c�> SCALE: 1/2" = 1' fl 19700381 SW QUADRANT ,�(Q STA. 10+09 TO STA. 14+51 LINE "A " O STATE OF �� Transportation w z FS� AND I ANP ��� r P'1 Dekelopinc nt Consultant, E 03-02 RH �aF t TEN VAN R. l[],:y IN,.I� �� z rw ON AL �i 7 '�V,. �LLJ w UZ- wwwwo n J t),`,TI JANUARY 31, 2003 ,� ��.ro GJI f P(,VFD WE0 _,FiL� i _,F X:DoE:2w Q) j � Q) t C _N 4) L L L L L L L S O N C 0 _ °, O Q) Q) Q) 0) CT ° � p C O Q) E > > J O O mg S � a) � _ > T - a � m m m LEGEN D 3- Q) ' O O C 3 T T T C C ~ ~ O ~ O w.' 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POWER POLE o—o—o CHAIN LINK FENCE GUY WIRE DECIDUOUS TREE 8" DIP WATER MAIN "' LIGHT POLE '• PROPOSED 8" DIP NE HYDRANT ASSEMBLY I x 2 POST SIGN ,-� CONIFEROUS TREE cS I ;�, r- WATER MAIN ff �, MAILBOX eusH VA VE TO B � E BEHIND PRO OSED 8 DIP I !' ❑ ! PROPERTY CORNER FOUND I I �__II PR POSED CURB WA R MAIN � f 320 I �G II ` I PROPOSED - ----- 3 4 SERVICE �o I °jj STORM SEWER I --I --- I CONNECTION SEE SHEET 7 -- - 1 --_ 22 - -- I:1 f I WATER LINE INSTALL 15 SYS I 1 I I MATCH LINE STA. 50+40 "C" REMOVE HYDRANT ASSEMBLY I 230 1I I ; I p ,v y, -, ,. _. TO BE RETURNED TO THE CITY ;; _ I, I I OF ASPHALT PATCHING I I I ,�.� I ; - ; - I • `_____ I WATER VALVE I I I I � x �'` I ' - � I <. OF CARMEL. PLUG EXISTING LINE. - - I1 I I tr FIRE HYDRANT 3 I I U (/) I I i I m • ASPHALT PATCHING } T Q T \ APPAR. 25' HALF_ R/W I p - - - -- -- -- �' �' -- -- -- -- APPAR. 25' - R/W -- -- -- - I _ - - - - -- I _ Y HALF '{ . 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L JANUARY 31 2 GJI WEC `t 2� x --� 50+00 51+00 52+00 5J+00 Xo�� i I i i I i I i I i I i i I I N > > N > E 4J E O c p 2 a' E > > � -C �_ O O O E .0 QJ O N 'U-�j . > d Q� N O N cn N ~ O fl- � t 3 'i !Z O ll N O O N � _ - � F� 3- N +O. , O N c n- - 3 T >, T E +O+ Z c H ~ O ~ pQ_ . t ` = d - -� O (D p 5 O O C O p p 7 O p O _ E p p' O p CL N 3 3 +- - (n p a CD (D CD O 3 - i� i� il-) cn 3 iZ ' o� n 3 + N N n N N N N N + N - N - + - r0 - - N (ND - - d- N N N ON � � N � (D_ � � � � In n CV In M f� N N OD ° � O ° N '" � � 00 � � ° r- � N o � � Ln r- M� + + + + + � + + + + + + + N + + + N + + + + + +N + LEGEND- EXISTING STORM INLETS GAS LINE *- STORM MANHOLE WATER LINE ;s- SANITARY MANHOLE + TELEPHONE LINE I y----' GAS VALVE --- :I',, --- CABLE TV LINE 0 WATER METER - -- r -- ELECTRIC LINE INSTALL LIGHT POLE STR. No. 4 STA. 12+44.51 "A"- y WATER VALVE o-o WOOD POST FENCE INSTALL NON-METERED Ad Adjust Casting '� ' I FIRE HYDRANT x-x-x WIRE FENCE STIR. No. 2 j g k STA. 50+00.00 B � I - RESET SIGN TO U G SERVICE PEDESTAL I i POWER POLE o- CHAIN LINK FENCE co Adjust Casting + BACK OF WALK to Grade �o I RESET SIGN TO GuY wIRE - _' N + I BACK OF WALK STR. No. 7 to Grade - -- 320 Adjust Casting 11 POST DECIDUOUS TREE B Others -__ to Grade ( ) =Y- x I REMOVE LIGHT POLE ( Y ) o Radius = 20 BY OTHERS „ ; = 2 POST SIGN CONIFEROUS TREE ' I I SEE SHEET 8 �' ------ SCALE: 1 =20' opa MAILBOX Buses I A+33.05, 32.00 LT. x r I i---J'� MATCH LINE STA. 50+40 "B" 230 ® PROPERTY CORNER FOUND - CI ss I Dr. ' STR. No. 3A I Clash I Dr. El 1 P , Radius = 20' _ Radius = 20' PROPOSED I I E W=1$' - W-18 +12.55, 32.00' LT. 11 11 +77.56, 32.00' LT. ;� - Adjust Casting o 2 I I I I " I I I " I F, I I - C CEMENT CONC. PAVEMENT } I T vi i X to Grade I �I I I �I I I I I RESET SIGN TO I ; O FOR DRIVEWAYS (6") I APPAR. 25 HALF_ R W _ o _ 1 I ,�, I BACK OF WALK APPAR. 25 HALF R W I .. CONCRETE SIDEWALK, 4 IN ❑ T 3 �/ Q ,x; T T T T T 7 �` T T F4 u W 1 _71-1 -r T — T T T' F3 F2 MODIFIED CONC. CURB RAMP, TYPE 0 z Fi F3 Fa 3 �T T T -Z T F4 , • t` ii ~ -- --- - - - - ----- -- - -- - -w - ;- w — wQ w T T -W°---- -$ ____ - --. -- -- - + Fa CONC. CURB RAMP, TYPE 'N'I c / I t+ ,�•' •- W V I lj� - - - - - - _ V' - - - - - - — - - - - - - - - .,�_., - -- - - - - W -- r-=W-= T -_ tT --- � , TYPE W .. n - - - - 7�i I 1., I �— - - — i u I I ;5.�_ �__. _ -- __- _- ---_��--- -= -_ �, - -- --- - 2 LO 1 Q F� MODIFIED CONC CURB RAMP ;N; o _ �` 1 C.P. #33000 0 Fs MODIFIED CONC. CURB RAMP, TYPE K ::ii I ' K '/, _ ,b N _ x O S M O S D J 11 71 z >° _ CURVE N0. 2 O O m m m m M m d ~ r E E s c O 6 in in E a , 0°� _� � >° =- __ I N �0 o N 0 a_ a_ Q= 6'55 24' O Ul� S O cn o N � o � D = 28'38'52" - (D co N n N � NNCV � N T- - N N N �D � ,� � M -f- N � � � + - N R = 200' + o o � + ° '.'� O) r O N ") d- d-+ - + =� + + + + + + +L.C) +- + + + + � + + + T = 12.10' � ++ + 00 1 + r- N T_ L = 24.17' I- r- '� E = 0.37' + LEGEND- INSTALL LIGHT POLE P.C. STA. = 16+35.83 LINE "A" P.I. STA. = 16+47.93 LINE "A" STR. No. 8 + " P.T. STA. = 16+60.00 LINE "A" EXISTING iii STORM INLETS GAS LINE Inlet Type M-10 with STR. N0. 16 ,. STR. N0. 10 REMOVE LIGHT POLE 76 LFT. of 12"� RCP. STR. N0. 1 7 ,n, STORM MANHOLE WATER LINE Adjust Costing � - Remove Existing Structure s: SANITARY MANHOLE TELEPHONE LINE Rim EL. = 828.84 0 Ln 1 g (BY OTHERS) * rG:_' and 22 LFT of Pie Inlet T e J-10 With GAS VALVE CABLE TV LINE to Grade (By Others) p 10 LFTof 12 RCP. r= WATER VALVE �- - wooD Posr FENCE I U.S. EL. = 826.22 i + + I 11 Plug hole @ Str. No- 15 ` WATER METER ELECTRIC LINE RELOCATE BUSHES & - 9 �O '�,- D.S. EL. = 825.84 I 13 1 11 REMOVE SIGN TIMBERS PER OWN R'S 212 208 X x_x- ' _ FIRE HYDRANT -x WIRE FENCE DIRECTION I 11 �_ _ -" POWER POLE T o -o CHAIN LINK FENCE I,: - --� "" „ STR. No. 1 - -- - - - - ----- - -- - - GUY WIRE L ___ (� �+ V ' I - -T - F - - - - - - -- - - - - -- -- - -- DECIDUOUS 3 LIGHT POLE US TREE STR. 4Vp. 11 -- ---------�.1____ � W'. Remove Exist. Structure X� AMLI STORM y -- 1 POST SIGN 2�o , �-; �-_ o S� FTetd�e W I ttVl AFL ,�., •. w -_� --------- ___-1 i i ��?'!"-- & 34 LFT. of Pipe e 0 C -a-- IGN CONIFEROUS TREE - - - - Remov ,J Exist �- ------- I `n.:�_,- �: I ;� I - l i I - LL LIGHT POLE, SCALI 1"=20' .R- MAI BSOX S BUSH it Det nti nl Stru ture _ I I ;I Inlet & 160 LFT. I I INSTA HT I �i I �_ , � ® PROPERTY CORNER FOUND Class I Dr. ter-. of Exls Pipe I ; E � E-�_ 11- -----�:; _. - - 3 COORDINATE EXACT x2 REMOVE 36" , + ; ;' I` `I - -I A II --- PROPOSED ;W=22 I I I ;'I ' `� LOCAl10N WITH AMLI ° AR. 25.25 � __ •.: :. Ap l - I I V ' 19�1- :�' _ ----_ -_ -= ----- -- --------- - - _ t - -- :I i �; TREE & STUMP L 1 I ;I, -1' - - ------ _- - - - - '_-- - - - P�2 F1FF�-_ - I W _ -- :___ - __ -- __ - II �� 1 I _ I ' I - ,_ , �1 "( _ - +i ce -- �.,,_ - © CONC. PAVEMENT .,_ - } I 'I i I I - ---- ---- :__-- _ f •�' ___ __ _ I FOR CEMENT (6") I _, • r -- ==- - - - I- APPAR 25 HALF R/W I Tom, Q - F �I - - - - - l - - - - - - - - - - - - - - - - - '- - - _ �F CONCRETE SIDEWALK, 4 IN. F I _ _ _ _ _ _ _ ,^ ' + S 3 1 F3 + i i� -- __ - - -_=� " 3 1 2 � Fs MODIFIED CONC. CURB RAMP, TYPE '0' - .i -I_ ;: - _ w w w w w w w w w w w w w w w w •, r nc� - T -- - T - -Cone. __ ____� -__ _.__ _- _ _ - _ F3 CONC. CURB RAMP, TYPE 'N' T, :: + - - - - -- -- - _ _ _ - r __ - -__� _�=-�-�_- _ -- W �'- w - w w • . w -*A:;w w - w w �- w w w w w Q w _ :T-- L--�'�--'7' w -- -- -- - L---- - M F w �,w 1 s � _� - - w 675 w ' (Abandoned) 1 T ST�`EET S.W. F4 MODIFIED CONC. CURB RAMP, TYPE 'N' cv w - s -- - - ------- T------------- ---- - - - - - w w w' - - T - - - - - - K, C5 w �w _ I w w �: --W-- ---- W -�-- __W__--- w - - --- - =/`� ---�-_'_�` ___ ;11 ---- -- �---- ---- -- --- �_ -- -- s MODIFIED CONC. CURB RAMP, TYPE W - w -- --- Q 1ST STREET S.W. , (Abandoned) I R ;i CUR, E No. 1 I ESET SIGN ----` -- ---- -- --- --- f VE No. 2; 7' 75 I 3 3 LINE TO BACK O T - _ 1 sG--- ---T- �� Z_ �.5' NEW CENTER LINE K BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) C/) w --. w w - MI W z K ( I w w w w - w - - w�--- w - w w _ �F CUR 3 I - - r r - - - T T r - -� Rt BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) W Y _ ----- __ __ _ _ _ w -- _ - - _ _ ---- _ _ _____- _ I w -- a ----' - - -� 3 :r:. it„ 'ti:t;�I • - /- �_/ ' ' �I -'j;l 1 Ij 'I� I ,:I�� - -- - - -, . r i = u - -� 7- „ - - _ _` .,- - - - -- C.P. #33101 - R MILLING AND OVERLAY q Q = �' ;, C ;,. `,,• -- -------� _ �� - = - - -- - -- -- ., - - -- -- -- , -- - - - t-f- Q S EQUIVALENT TO SURFACE IN PLACE 4 W q Z 3j, -_$, Planes & : �� A AR. 22.75 HALF RR� I 0 L.J w � W � Malch `s � � Bushes :: I i M F, F. F. C3 o - - - + , 10 STRAIGHT CONCRETE CURB Q S g I PROPOSED I I '� � II I STORM I I ` 1� COMBINED CONCRETE CURB & GUTTER, TYPE ll - - - --- APPAR. 25 HALF R W ., p` 0� �, F4 / = _ z o I - - __d C. 310 = I --- __ - -- -- - RESET WOODRAIL #3 0� 20' - ___ ---- Radius +I I Ii 18 COMBINED DEPRESSED CURB & GUTTER w�i� FENCE TO BACK � 19 COMBINED CONCRETE CURB & GUTTER TYPE III .I. NEW CENTER LINE \p�� 1 +54.16, 35.31' RT. FAsph,olt Approach Asphalt Approach 121 LIGHT POLE SEE DETAIL SHEET 12 I Li o ` �( o z i I + OF CURB 1Bricl � TH LINE "A" _ K1 W=26' i lC ( ) I� __`2 I _4 Walk - - AL '" li. 17.15 O' Rt. I o ■ NON METERED U/G SERVICE PEDESTAL -_ :., . - > L-.---j I fir_, t_. _4-, .! L: , I �i.J Class I Dr. + 211 ' 3 I + STR 2 STR. N0. 18 -f- - - #10 THHN WIRE IN 1" PVC CONDUIT 111) -4r W-12' o MUSEUM 1 Remove Existing Inlet and + ? Adjust Casting 57 LFT of Exist. Pipe STR. No. 14 to Grade STR. No. 9 � C/i Inlet Type H-5 with 1 w I 1 + Inlet (by AMLI Project) 23 LFT. of 12"� RCP. > I I �,, Adjust casting to grade. STR. No. 15 NOTES: oo Adjust Casting + ACTUAL SIZES AND LOCATIONS OF ASPHALT z z' 2ND sT. Rim EL = 828.84 0 11 to Grade rn APPROACHES SHALL BE CLOSELY KEY MAP ' U.S. EL = 826.37 CURVE NO. 1 1 N INSTALL LIGHT POLE COORDINATED WITH AMLI PROJECT. <I D.S. EL = 826.25 Q= 6'55'24"„ STR. No. 15A �sN.w.T N �t Z' 1sT ST. D 28 38 52 R Manhole (by AMLI Project) f � = 200' Q 3 CD'', : T - 12.10' Adjust casting to grade. �'Z =, °; L = 0 377' a N q N MAIN STREET �''.�a L Et y y i I : (D a in ° _ i o � � o o Q) P.I. STA• = 15+75 55 LINE ,A„ E ? o W E 3 C 0 = m c � x' 1ST ST S.E.! O " " � N M !.. _.- c c E _ 15T ST. S.W. ') ` "' °° � P.T. STA. = 15+89.52 LINE "A" 0 �' CD _ E in �` � � � �'� -7' 2ND ST S.E.':�i I_ cD N ON r' 00 cD (p N 00 00 � O,� O) N Cc �wI q .> Q) N N > Q r) ' _ - 3RD ST. 3RD ST 00 � � r� cD M co M M N ¢'. - O 'W � � cD O O OJ <t cD �' O O O � cD r- _ o + + + + + + + + + + + + + + ++ + + + ._. � S.W. S.E. _ i i i I -_ - - - - - -- -- - - _ --- _ - -- -- _ - - - - - - I 1 i i - -- - _ - - - ___ - - B.M. T , - - - - ----__ _ ---- - -- _ -- ---- - --- .___ __ T PROJECT LIMITS PAVEMENT-EXCEPTK3Pt � � - - }- -- - LIGHT POLE AT 208 1ST STREET S.W. , . . - - - ------------------------- flR6JE � ttMFtTS _ _ _ - --_ -_ _ --- - _ --_ - - ; - -_ ------ - - - - - -- - - --- CD T - - --- - --- - _; --- i- _ - --- -C - _T - - . _ ;_-- _ ______ ---T -- - -- - -- - -- - _ o o P.V.I. TA. 14+20 o - o ELEV. = 829.94 I + - _ _ - - -- -- - - ---- - P., - - t8+65 835 _ - - -- - -- -- ------ --- - -- - - - --- - -- - - - -- - - ,t, , - , . -_ - T - - _ --- --- - --- - -- I P:V:I. -ELEV. - ;828.93 � � ---- - ----- - ------- - --- --; - -- ---- - - _-_ -__ _ - -- -_ f�.V.+: EtE�/: = 825.87- �n - _ _ _ _ _ _ V.C.L. =_1 �--- - _ _ - - -- - - - --- - - -- -- -�- - - -- - _ --- - - ------ - -_ . -- -- -- - -- - - _ ^ C.P. #33101 - PK NAIL SET, STATION 16+30.08 -. _ I i -- _ -- - _ _ _ - -- - T ------ - _ - - - -- - -- -_ --- -VGA 10II -- - T - - ------- - OFFSET 18 9 R ELEV. = 827 83 _ : __ T Y5+1 _OD - ----- - - - ---- - ----- - - -- - - - --- - 3 , - - - - - _ • TA. fl� - - - : - - -- - -- -- - - - - _ - - ______.__ ___.___ -----____--_______ _-____ ____ ----------_____ _._---------------_ -_+-___ _-_______ _________ __,__..__ _________- .._-____________i______--______.._ -______ --------------------_.____ +_______ __ _ _ _ _-_}_ -_ _ _ --. _ - -F _ __ _-_ _ __- _-_ _-_ -___- -____ _--_____-_ _______ ______ _-____-_--_ ___ _____--______-_-__ _--______ ; � I - �2 � �- - - - - - - - ---- --- --- ------ P 3102 - --- - -- - -- -- - ____ -- __ -- - =4 -� - - - -- ---- - -- _ _ -- - ----- - _ . #3 T, T _ 1 C PK NAIL SE STATION 15+57 06 i - --'-- _ - --- _ -- - - - - - -_ -- -. __- -- -- - - --- - - - _ __ ; : - - _ _ _ OFFSET 25 24 R ELEV. = 829 97 __ - �--- --- - - - ---- -- - - --- --- - -- -- - - - -- ---- - - -- ----- --- - - - - - - , 830 I : _ T. iI ' - - -- - : l TING R - -- -- - - - -- - - . - - --- -- - - ----- - --- -- - -- ---- --- -- -- - - - - - - 4 �- r - ---- ._ ---- 4� --- - - - - +- -- - - - ------ --- -- - - +-- - - - - +4.3 0 - PROPOSED GRADE NNE -- - t - - - - - - - - - - -T _ _ _ - -_ _- - - - -- - - - - - _ - - -- -- - -- - - - - --- -- - - -- - -- --- _- - - -- - - - _ - - - - I ; -_ - T - - - -- --- - -- -- - T--- -- -- -- --- : -r _ r -- - - - - - _ _ __ ' _ , -1�1 I� - -- - - - --- - - -- - - -- - -- -- - - - - - - - ---- - --- - - --------------- ---- ------- --------- ---------- ------ ---------- --------S _I!!1.- 8----- - ' - - ---- - - _- - - - �- - - - - - -- - - - -- - -- ------ - --- ---- - _ - - - - -_ -- ------ -------- -- --------------- --- ----- - -------- ------ ------------------------ - - +- _ STR. No. 9 I I - - - - T- ----- ;--- - -- T --- - - -- - - - - - -_ - - -- _- _ - - - - - 1 k _- - -- -- - - --- - ---- - - - --- _ - _ -- -- - 1 R:Gf�.-®&50�� ---- - 1 i ; i -- - -- - - _ _ $26.2 --- - - -- _ - - _ „ L - ---- - - _- - -- - - - _ - -- - + - - :-- - - -- ---- - - I _-- EXIS . B _ 8� 26 22 1 r - _ _ __ _ _ , - f 1- - - i l i i - , , L ---- ; _- - -- - - ' ' -- ---- - _ + 25.84 - - _ - r- -- - - - - --- - -- - a-+ ------ ---- ----------- --- � - - - - - - - _ _ ------- --_ -- ----- - :-- - - - -------�-- - - - -- -- -- - -- - -- --- ---__ -_ _ - _ - - I I I + - -,-, - - - - _ _ _ , R. No. t5 I - - - - -- - ---- - -- -- - - -- , -- - -__ - - --- -- -- - - - -_ - _ --- -- - - - - - - : - - - - - 823.91 I I -- -------------------- -- - -- _ - --------------- -------- --------- --�_ ------- -------- ----- -----_ --___- --i--- ------- -- ----------------- -------- ---------- ---- - - - - - - - --- - - - - : : -- - -- -t- +- t- - -- - - - - --i--- I II • : -- - - - - - - -- --- - -_ - - - 81_+.:6 - - --- --- - - - -- - -- -- 2" Rte- .45 - _ - I - -- -- - - -- - - - - -- -- - ----- ---- --- - -- -- --- -- - --- - ---- _ -- _ t -t-- 820 , , T 4 -- r- __....._____ --____. -__-___. -.-.... _. iRLl ..1__- __-_ ___-- _ __... __-_--_ _.__ _.__. _.___ _.. _ I i I - - -- - - : - -- - -- -- - ----- -- - -- - - - ---- -- - - _ - - , ; � I i i i : i -- - -- - - - _ : T 29.7# - + , - XfS T:-TN 8" V.C. . i -i EXIST. 'AN u I - ------ -__ - - __- _ -- - - - - - i -- - - -- - - - 1 -- - ->- -- - -- -- - -- --- - -- --- ---- _ - - - ---- -- - - - E--------- _ - - --- I - - - - -- ------- W � Q 5 > N c > 0 CD .0 0[I- 0 � Cn o L O O 1 o - o- O O O CL i o O O o S_ p O L n O Z J O-) COJ cD - If' - cD � O',O - N C7) O cD CP O t N � c7) N p �- N_0 Ln �; "��" -4 4- 4- + + + +03 + +N + + + N N1 a% a) O' .T C1' M a)a, O O O N r') �I , N N N N N LEGEND I I 11 _-_� II I I . No. 19 I r----I EXISTING I I I , Inlet Type J-10 with RESET FIRE HYDRANT I 1 , 22 LFT. of 12'0 RCP. TO BACK OF WALK I i i i INSTALL LIGHT POLE STORM INLETS GAS LINE LINE ,�, STORM MANHOLE WATER LINE �:; Rim EL = 825.63 4r ? GAS VALVE CABLE TV LINE (BY OTHERS) I 1 L___J I SANITARY MANHOLE TELEPHONE LINE U.S. Q. = 82250 is` I I Radius = 20' I I WATER METER ELECTRIC LINE r---� F I - -- - MG CORP. I y. D.S. EL = 82206 _SET SIGN TO BACKTOFGWALOK i i ; +76.97, 32.00' LT. STR. No. 27 INTEGRITY AUTO '.v � WATER VALVE -o-o wooD POST FENCE --I Inlet Type J-10 with SERVICE DOORS I a FIRE HYDRAE T "- -" WIRE FENCE 11 (10 SEE SHEET 9 _ - _- -- - _ - _ - -� I o -o-- CHAIN LINK FENCE �� �� i I i STR. No. 24 � r__ I II + 14 LFT. of 12"O RCP. �-- WALK ATCH LINE STA. 60+40 C `� Remove Exist. Inlet 1 _---i ------i i------i Rim EL. = 827.30 ___-_ __ .:, I I II -}=, GUY WIRE 11' 11 I _ � ----------� �-------J -------------------------- --- -- .i DECIDUOUS FREE X ______J �______ 11 LIGHT POLE ll, I I __ & 12 LFT. of Pipe I U.S. EL. = 824.05 I = II I POST SIGN Radius = 20' - I Z l ___________________---____________________J 11 , 2 POST SIGN CONIFEROUS TREE 1 � - I D.S. EL. = 823.77 Radius = 20 II +11.96, 30.50 LT. I �' 18 C ; STR. No. 26 I 1 Class I Dr. ( Class I Dr. I o SCALE: 1"=20' MAILBOx Buses F' ' w ! I I Asphalt II Concrete s W-64' +89.81, X2.00 RT. i II rr F __ _ _ i z I �,J i Adjust Casting I Parking (M W=91.5' Parking I M I I w ® PROPERTY CORNER FOUND W I to Grade I Lot + II Lot Q I I z Q - -- _< \ I -- j II I I CPRP POSED �1 Fa S o g 1 'I © CEMENT CON PAVEMENT . F, I 3 \ F. F i g I w > / 17 - �0 N' Fi / LO - - --- -_ - - - ._ - - - - _ - --- - -:- -- . -11 3 C F3 HAL R W + F' F ,I � z END CONSTR. FOR DRIVEWAYS -- - - - - - ' - ')=M W 8.9.1'3 19 -_-- ,�)! - - - - - - - - - - = - - - - - -'1 W STA. 23+10.35 A' IN. F �F CONCRETE SIDEWALK 4 W - W W - 1 18 1 Fs MODIFIED CONC. CURB RAMP, TYPE 0 _-. w ----i w w (Abandoned�t `Si, .y : ' W - W W W W W W W �(AbaW don ed) W W - W W - W W (a W' W W W �- W W W W W 18 W �_�Aban don ed Y , , �`z _ _ K _ _ T �pGC7 ��/ ^'C ��^ �W W -� K W) W - W - W F3 CONC. CURB RAMP, TYPE 'N' •�' W W - W! -i- W -1-S`Y xTR BET --3.Yl. W W W W W W I`LI_-W4 W W W -- --- ----- -- ----------------------------- --- ---------------S' ------- -- ----- --- ---- - - ---- - -------- ------------ ------ -- --- _ - - - - - - - - -- - ----- -- ---- - F. ODI FI ED CON C. CURB RAMP, TYPE 'N' • •I;;: W ==,U-- --° - I ;; - --- � ----- - - - - -------- ---- - MODIFIED I FI 1 18 0 --- -- r -G- 18 18 1 -___= -_ 1 -- -----------____�-____ -__ - _-_ O t5O O U C C C C C U O O O O O 7 O [n E/) !n (/7 N F- MO x N C O a s + 1B � - F- H N C C C C C Z �(Z) 50- aJ C F O O O O O O C � + � � O O + U U U U U C C N Ln Lo lP l.n lP � O` 0 J C LC) N N N , ^ r-� c:l N N N N - SCALE: 1"=20' An �„( J 00 O� O t\ O� � N 00 co co tb Ln 00 m om , p O -) + + + + + + + + + + + + + + + + LEGEND STR. No. 31 STR. No. 33 Inlet Type J-10 with I Remove Exist. Inlet and EXISTING 24 LFT. of 12"O RCP. 22 LFT of Exist. Pipe STORM INLETS - GAS LINE Rim EL. = 828.09 __*- STORM MANHOLE WATER LINE U.S. EL. = 825.09 + ;S- SANITARY MANHOLE -- i TELEPHONE LINE D.S. EL. = 824.85 Radius = 20' I "" GAS VALVE r,; CABLE TV LINE +92.6, 32.50' LT. 0 WATER METER --- I - ELECTRIC LINE INSTALL LIGHT POLE ° ro :.�--- WATER VALVE o —o WOOD POST FENCE + 31> + E — � • - E HYDRA o o—° 0 I 1 POWER POLE WIRE FENCE -i CHAIN LINK FENCE o o _I_ -- - -- -- - - �-__-1 I I I I; , t GUY WIRE 20 RESET MAILBOX TO 1 ?- •, DECIDUOUS TREE w STR. No. 30 BACK OF WALK -- -- _ _ �___� I 1 i I' ; -yam 11 POST SIGN Remove Exist. Inlet and x - -- -- -- ' 209 LFT of Exist. Pipe & I I GARAGE F- -- 1 i - -- 2 POST SIGN CONIFEROUS TREE - � I Clads I Dr. REMOVE EXIST. WALK & I � :M MAILBOX r-r BUSH Connect 2 Pipes from Class I Dr. I W-h 5' STONES. REPLACE WITH I ' I I I I 'I REMOVE LIGHT POLE ® PROPERTY CORNER FOUND West to Underdrain =20' > I TOPSOIL & SODDING I K1 (BY OTHERS PROPOSED APPAR. 25 HALF R/W - ° ° 1 C; __ I I _ _ STR. No. 34 -- -- -- - - -- r - -- -- -- - -- -- . - I � r - I I © CEMENT CONC. PAVEMENT I G 1V Remove Exist. Inlet and [n 0 o o l' - o — -� S . -- ----------- ---�i i x FOR DRIVEWAYS (6") �� r- Gonc+ „ o. I F3 I 26 LFT of Exist. Pipe CD _ _ _ _ _ _ _ _ _ _ _ _ F3 sP • ± F3 o F4 I Plug Hole Str. No. 35 CONCRETE SIDEWALK, 4 IN. + �"� ' F C i✓ F I ~ F2 MODIFIED CONC. CURB RAMP, TYPE '0' O cn GG G G-----q'---- - ---- ---- - --- --- ---- ----- ------- -- -= i-i Z LO ------------ ---- -� _ ------------ ' — — — — — — — — — — — — — c ' Ik­ _ _ _ END CON STR F3 CONC CURB RAMP TYPE 'N'CD 11 I Q ILL! - - - 1 - - - - - - - - - — - - - - 18 1H � — »p> > w -< K LINE "B" � 1 I ii I STA. 53+16.87 D F. MODIFIED CONC. CURB RAMP, TYPE N � 3RD AVENUE S.W. K C.P. #30020 ii 1 F5 MODIFIED CONC. CURB RAMP, TYPE 'K' K BITUMINOUS PAVEMENT SEE TYPICAL SECTION _ _ " I' STR. No. 35 0 ( ) U U � Z - - Asph - - 1 - - - - - Asph. ?' - - -1— _ - --I— - - - - 1 18 ' 1 I ii 1�11 — — — — — — — -1' — u I ; k Adjust Casting K1 BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) W S - Li r -T� R.11 I1` to Grade. _ — — — _ — — _ _ — — — _ _ . • . . . , s. K „T 0 MILLING AND OVERLAY LLJ q w ~ - - - -- -- -- - - — --; C ` a -" . \ 1 11; 0 EQUIVALENT TO SURFACE IN PLACE rz o APPAR. 25' HALF R W -- -- - - - -- - - -- -- -- y " a ¢ � , I / I I p g Fa 1 111 1� STRAIGHT CONCRETE CURB it ,,,� I I • -1 I As h. Parkin Lot ( \ 7 1 I I i 1 1 Y �, i i I N 1 I + Class I Dr. \ Radius = 20' I ; y11 1� COMBINED CONCRETE CURB & GUTTER, TYPE II Z o I I '� I NI I I W=95' +92.08, 32.50' RT. I I I`A Q REMOVE EXIST. ASPHALT _ -_ _- I I - - - T — — — — — — — = — — — — — — — 18 COMBINED DEPRESSED CURB & GUTTER I � I + -- I F--- ----- -- -----------� - D Z AND REPLACE WITH Class) I Dr. GARAGE __ -' �--- T r-- C5 ---- --- - ------ I 19 COMBINED CONCRETE CURB & GUTTER TYPE III - ' -- -L - I 4n 1 ., K1 0 . TOPSOIL & SODDING - - - ---- W=2 1.5' ° �� eI 1 i I 1 I 11 I 25 1 —{ - _-- I I I I I ii I * LIGHT POLE (SEE DETAIL SHEET 12) I I � II I _, ■ NON-METERED U G SERVICE PEDESTAL I � CARMEL CHIROPRACTICS i i I I I I I I II x HEALTH CENER 1 I I I' — — #10 THHN WIRE IN 1" PVC CONDUIT I STR. No. 32 ; -----! I 11 III I II II I Inlet Type M-10 with L----------- YP 11 r • - - -- - --- - --- -- - ---- �I 47 LFT. of 12"O RCP. 11 ' Rim EL. = 828.09 ii U.S. EL. = 824.80 `` ii II „ 3 3 KEY M t-,Z z � 2ND ST. D.S. EL. = 824.33 I I :: I AP Q� - -- -f - - I 1ST ST.'N "5 R, 1ST ST. N.W. - ¢ 3 C Z Z `' LMAIN STREET' a N � �, Q> O L 'O � V-) > ¢ N n � N N N a- N N C O J � 0 � U � ~ t _ a> V Vn = i 1ST ST. S.E. --- }- � �� N `~ 0- } � Z = o E o � 1ST ST. S.W. - °� 00 � o N ° co -PI) m M - o�N � i� ¢I 2ND ST. S.E.v + + + + + -- -_ _ _ - - - - __ � �- � �� + + + + °' M Q' o 0 o 3RD ST. 3RD ST. - --- - _ - - - __ _ T- --- ---- _ _ _ - - - - - - - -T_ - - - : -- -- - - -- :---- - -- -- -- -- - -- - -- - - ---- - - - - _ -- -- -- - - - - - -- - -- -- -- -- - - - - - - - pp/- - - -- - } +--�FV�IE�i� L�tYtYYI� - -- - - -- - - - T -Q_ ---- -- - - - - -- _ - - D -- -- -- - - - -- -- -- ----------------- ---- - - - - - ---- -- - __ - _ — - —- ----- - - -- - i --- -- - - : - - - - - - N - ---: - - -- - +-- - - + - - -- - --- -- - _ o13 -- - - -- - -- i-- -- -- - - - _ _ - -- - - - -- - -- - -- -- - _ _ - - - - - - - --- --- -- - - - - - - ��t.t.�Tl�.-52+� - - - - _ -- - - - - - - :- --- - -- - _ -- -- - -- -- - - - - -- - - - -- -- -- - - - '- - - - - �ZB� V.C— 543 - - --- - - --- - - - - - - - P.�t ELf� -- - --- -r - — -- - - - - P. 0020 - -- - -- -T __ - - -- - - - _ # - -- -- !��L � � C 3 PK NAIL SET, STATION 52+91 89 -- - - --- 1 -- - - - - - - -- ---- ----- ----- --- --------- F -------- ------+- -- -_�- =-- _ _ _ - _ _ - -_ -- -- -- - _- _- OFFSET 1.24 LT., ELEV. - 828.95 -- — +- - - -- -- - ; - -- - - -- --- --- - - -- - -- - -- - - - - - --- - _ STA. 50+12 B - - - - -- -- --� - - - - - --- - ---- i I 8 - -- - T---- - - - - - - _ - - _ 3 5 - - - -- -- - - --- ELEV. , 30.56 - - - - - - -- - - - - - - - ---i - - +- - --- - --- i - - --_ __- - _- ___ ---_ --__. ___ -_ _- ___ __. - .-. _..- __-._ __. - __- _.- _.._.. _. -__ __ -__ _- -- ----- ---- - -_ -_-__ _ _.---. __--- __--- : __.- -__--__ -... -. _. _. __ -- -_ - --_. _. -___ _ ___ - -1k --. _ _- _.._- __-..- -. _ __ ---_-.. -- _ - _-- _ -.-__. ___. ____ ___..- -_._ ___ ____.- ; -..-- -- -_. ---._.__ ____ -_._.__ --.. -__ _- _ - - T - - + _ _ -.._ -._..._- _- __.. ___ _....-_ _.. -T- -..- _. _.--_.-. __.._ _. - - STA.: 53+1& � I I - -- ---- - -- -- - - _ - - - - -- - - -- _ -_F.------ ---- - - T - - - - - - -- -- • - - - - : -- - - 830 - - - - - -- --- -- - - - --- - - - _ -- - - + - 1 -- —— - - - - - _ -- - - - T- - - - - - - --- -+-- - -- -- - - - - - - -_ _-_; - - r — — — _ TING,Ex+STHdRAD� -I - - ` - -- __- - -- - + - - _ - - +- - - - I- - - -- -_ __ o - - - - - - -- -- - - - — -- - -- - - _ — -- - -- -- - - -- _ - - -- - _ - - - - -- - -- - - - -- - - - _ I -__ - --- - - --- - — — — - - - - - -- w - - ---- - - - - - - - - - - - - - - - - - - - - -- -- - _ - __ - - - - — — — — ---- -- - - - - - --- ---- - - - - -- - -- - -- - -- - 1 r - - — _ - -- - 9� - - - - -- - , _ _ -33 T -- -- - --- --- - - --- - _ - - — — — - - -- - — _ r 1 • - - - - - ___ _- - - - — � -- --; - - + --- - -: STR.. Rio �5 , • - __ + _ - - - - ---- — - ——. - - - -- - -- -rt -- + - - -- -- - -- - - - - - - - - - - 82441 . __ — - - - - -- - 825 -- ---- __ - - __-- _ - _ - - - - _ - - - - -- - - - tS . _ +- T - T - - - rT � _ _ I 1 - -- - - - - - -- -- - - -- -- -- - -- -- - - - -- _ - - ±�825;D9 8 5 i- ; i - - -- - - _ _ - - - _ -- -,- -- - - - - -_ - T -- �- _ _ 1 - -- - -- - - - - --- -- - - -- - ---T--- -- _ _ - - -- --- - - - -- - -I --- - - - - - - - - - --- -- - - ---- - - -- T� Ida.-31 - - -- •- - - -- - ---- - - -- --- -- -- -- - - - - - - � -824.3 , -- -- - - I 4 -_ - o o V)(1) o Y O C = � i a_ O Z mg d d + C C d Q O + N O C O O O O Z C - U - Z d Ir- _ N c � O � Q0 X 0 0 N O N M `°rl� � N � `n � SCALE: I"=20' + + + + + + + + LEGEND NOTE: STR. No. 38 ACTUAL SIZES AND LOCATIONS OF ASPHALT Inlet Type J-10 with EXISTING of 12"O RCP. APPROACHES SHALL BE CLOSELY 24 LFT. STORM INLETS - - cas LINE COORDINATED WITH THE AMLI PROJECT. Rim EL. = 825.49 Reset Sign to 'E,' STORM MANHOLE WATER LINE U.S. EL. = 822.50 Back of Walk ,_, SANITARY MANHOLE I TELEPHONE LINE STR. No. 36 D.S. EL. = 822.38 STR. No. 41 :y=v! GAS VALVE r" CABLE TV LINE _. WATER METER - - i- --- ELECTRIC LINE Remove Existing Inlet Furnish & Adjust ry_� WATER VALVE o-o-o WOOD POST FENCE & 45 LFT. of Pipe Casting HYDRANT x-x-x WIRE FENCE o Grade. -4 POWER POLE o-o-o CHAIN LINK FENCE k INSTALL LIGHT POLE, COORDINATE g 6' ° EXACT LOCATION WITH AMLI PROJECT II Neenah R-3305 t-, GUY WIRE I I-�� Radius = 15' p0 ,^_;, LIGHT POLE DECIDUOUS TREE +87.23 27.50' LT. x 1 POST SIGN g As halt A roach Asphalt Approach I �� _ak 2 POST SIGN CONIFEROUS TREE p Pp RESET SIGN TO li r- W-30' I MAILBOX "_ BUSH W-24' !n BACK OF WALK ;II + ® PROPERTY CORNER FOUND / _ F3' I(D END CON STR. PROPOSED APPAR. 26' HALF R W U ?T-- -- -- -- -- -- - - — -,- Lj ) C) �=-::. --I--- --- I Az)��:�� --- \ - T - T - � - - - T - - ,-------I-- T - T -----_ ----+---z��T,i- T� T -- T _ I- �'--- I 1ST ST. S.W. T -, --- C-0 I I v +35 'A' T 1 +17.2 A - w --V 1" Asphalt Sur-face T- 828.43 w w - w Edges to be sawcut and-- +00 'A' ' 128.62 - w w - :n--- clean of debris and loose --__ 12" Concrete LINE 'A' §28.82* ,'I _ , -4w E- w - w asphalt before patching ---_� --------------------------- w F -4 - ------ -------------------------�-- Il'l - / I --- ..- ----- ;k--- /, -- -------------+7&7--'k--------------- ----- --------- I - ------ ----- ' LEGEND 5' (MA.)(.) 829.02* -�i---;W- / '\ --------- - PROPOSED I +i4� " - - 12' RT. 'A' 96*515'44" 1 -+1828*1�.2F44'/19' RT. 'A' WIDTH VARIES 9.5' 1 2$ 1 4.5' EXISTING 11 828 38 > 12' RT. 'A' 4/ 827.97' a -I- - - - � GAS LINE (Z) CONCRETE SIDEWALK, 4 IN. . I STORM INLETS I I--- . . . 12' RT. 'A' � +87.2 I/ 828.19 e STORM MANHOLE I WATER LINE - 828.58* 11 ----- -- - a MODIFIED CONC. CURB RAMP, TYPE 'N' W - W w - w w w - / I w - w � TELEPHONE LINE V - W - - W (/,, 898,56-- w - I ,,� SANITARY MANHOLE F-lowo -�- I ) X/-. 11 - 7 � F 1, : I , CABLE TV LINE @ BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) /,- I ' - - 0 WATER METER I ELECTRIC LINE 12.5' RT. 'A' --117-.1 1.1% - I /' ble fill 12 828.79* -f I 1 > #331 01 I / I --H.. I : � " WATER VALVE Ei-o- WOOD POST FENCE (E) MILLING AND OVERLAY (1" MIN) C.P. , -7 I y I �- '- 11 / j I � r 1� : I � ��d� ; ,� FULL )-� FIRE HYDRANT ------ WIRE FENCE ,---- �� 1 : --[-] POWER POLE - -- CHAIN LINK FENCE====�::- - - / I ! 1 :� ; ! � , � @ ASPHALT OVERLAY (1" MIN) I !�!�:��Izz 3� k , 1.037. --�53% / I ; 1 � -' DEPTH E- GUY WIRE ,-��3" B-BORROWi � � - -�� � i�� /�/ 7------------ - SLOPE VARIES rD1\ SLOPE VARIES SAWCUT 0-� 2% . )-� LIGHT POLE ,-,, DECIDUOUS TREE TE CURB & GUTTER, TYPE 11 BEDDING I 11 - D '� '� LLj ! i / 11 1 15' RT. - I I - �n I - I --Q-- 1 POST SIGN . : � I CONIFEROUS TREE: -i �- " 1 +80 ' ' - I - - - - - � _a_n_ 2 POST SIGN I�. . i -t I -- - �I� ,t: - --7 � � -< WNE 'D'- �' ` I 828.07 - - - - - - MI MAILBOX � , BUSH XxX.XX I 7 ,l ,'I , I +X' STATION & OFFSET OF PROPOSED GRADE AT 32.0' LT. �' 1 828.45 1 --I 1 - - - - - - - - - - - - - - - - -11 C) "\ , ! II � - ::�'�BITUMINOUS MATERIAL 828.78* , :z: I 1 L�\\ \ cll� I 1 jj] -�- '-'7\\ \\ 11 i I 1 , EXISTING FOR TACK COAT Undisturbed Earth + 1, - +67.5 1 1' RT. I I' � ] I � i�- WEDGE & LEVEL +XX EXISTING ELEVATION TO BE FIELD VERIFIED \\ PAVEMENT P.I. STA. 73+99.82 = \\ \ 1 828.26 82815 1HAS NECESSARY XXX.XX* \ SECTION TYPICAL SECTION i CARMEL ROAD CUT BACKFILL DETAIL STA. 16+23.47 'A' , 2.42%- I I (STA. 72+40 TO 73+50.4) ' \\ \ i -"i I I � "17.8' LT. ,,- \\ \ i 11 2ND AVE. SW 828.69* - ", I � j I :!N.T.S. \\\ \\ 1 K I I I , (LOOKING NORTH) \\\\ \ I D, SCALE: 1"=10' N.T.S. ��Fn MATCH LINE STA. 73+61.09 "D"-S (SEE BELOW RIGHT) CD CD E .INCIDENTACS, 7'-- (n CD =- --L-. CD - mnmn!!--CONSTRUCTIM - - � CD STIR. NO. 47 C)f)- \-IF+ + INLET J-10 WITH 22 LFT + In --C -IZ CN4 HORIZ. SCALE: 1"=10' P-0 1:1 v- STR. NO. 48 -S OF 12"O RCP @ 0.50% VERT. SCALE: 1"=2.5'"I+ cn 'I'l - �- RIM EL. = 828.23 �' '�'� 4-"--, c> co \\- -t I In RIM EL. = 828.07 6 �-' \- \I'll - -I---- -� INV. OU\ " 1-1 �' I T (W) EL. = 825.16 MONON TRAIL PARKING" I u-� m � �/ t + + D.S. EL. = 825.05 ','"" I \\ '/' I -- --�-=�=�- .��Z =� -- Z-'�,1 ---,.----------�:-':-�1':�'i-i�:'I"i"i'l-i�:.�::.'="=":��:.�1=-L-:.,!-1-j"I'l 7Z.'j"j'j'j7:.'7--!':.'7--':!-�::.--1�::.-:1-1-:1-7�-:�-:,---:-::- -i7::--__- -- --- --- -------------=�-- -�-�-=�-�-� SIGN LEGEND TYPE "B" CONSTRUCTION 48"X48" SIGN 48"X48" SIGN WARNING LIGHTS REQUIRED 12'_0 AS REQUIRED AS REQUIRED u O1 TYPICAL SIGN STANDARD WITH MOUNTED ON ROAD CLOSURE SIGN 6„ 6, XW20-3 "ROAD CLOSED AHEAD" ASSEMBLY. �6" 2" X 2" X 3/16" angle or 6'1 11 O2 TYPICAL SIGN STANDARD WITH MOUNTED 5' 2" x 2" X 3/16" tubing -- 4' 4' 6' R11-4 "ROAD CLOSED TO THRU TRAFFIC" co 48" x 48" SIGN 21-0 2�_0 TUBING WELDED TYPE III-B BARRICADE WITH SANDBAGS ON STEEL SKIDS. o TO BASE A Z ♦ o a 4" x 4" WOOD POST 0 O TYPE III-B BARRICADE WITH SANDBAGS ON STEEL SKIDS. Uj � I SANDBAGS _6 0 WITH MOUNTED R11-4 "ROAD CLOSED TO THRU TRAFFIC" o � (MIN. 2 BAGS wO Q 4" x 4" WOOD POST 0O 11 O5 TYPICAL SIGN STANDARD WITH MOUNTED ,�, 2" x 4" BRACING PAVEMENT MARKING DIMENSIONING DETAIL xw2o-1 "ROAD CONSTRUCTION AHEAD" Q �. a SANDBAGS REQ'D. THIS BRACE TO BE OMITTED „ NTS 0 CONSTRUCTION AREA a 3 _4 FOR STABILITY WHEN USED WITH TYPE III WHITE ORANGE 2" x 8 WOOD RAILS 5'-0 J BARRICADE. REFLECTIVE REFLECTIVE ��2" X 2" X 3/16" angle or NOTES: " .,L2" x 4" BRACING SHEETING SHEETING 2" x 2" X 3/16" tubing 1 . ALL TRAFFIC CONTROL DEVICES SHALL BE IN R FRONT VIEW STEEL SKID SUPPORTS ACCORDANCE WITH THE INDIANA MANUAL FOR 4" x 4" WOOD POST 38 2' o.c. (TYP.) TYPE III BARRICADE �{ f�-12 I~ UNIFORM TRAFFIC CONTROL DEVICES (IMUTCD). 12" F•e• •e• B• •B• •e• NOT TO SCALE CONSTRUCTION PHASING NOTES: FRONT VIEW SIDE VIEW I 4' O.C. (TYP.) 1 . WATER LINE INSTALLATION SHALL BE CONDUCTED SHARKS TEETH DETAIL PRIOR TO ANY COMMON EXCAVATION. TYPICAL SIGN STANDARD AND ROAD CLOSURE SIGN ASSEMBLY NTS MISCELLANEOUS REMOVAL ITEMS MAY BE NOT TO SCALE CONDUCTED CONCURRENT WITH THE WATER LINE INSTALLATION. 31 LINE, THERMOPLASTIC, SOLID WHITE, 4 IN. 2. AFTER PRESSURE TESTING AND CHLORINATION 33 TRANSVERSE MARKING, THERMOPLASTIC, WHITE, STOP BAR, 24 IN. ARE COMPLETED AND APPROVED, THE CONTRACTOR MAY BEGIN COMMON EXCAVATION 38 TRANSVERSE MARKING, THERMOPLASTIC, WHITE, SHARKS TEETH WITH THE WATER MAIN CONNECTIONS. 39 TRANSVERSE MARKING, THERMOPLASTIC, WORD (PED) 4o TRANSVERSE MARKING, THERMOPLASTIC, WORD (X-ING) B SNOWPLOWABLE RAISED PAVEMENT MARKER, ONE WAY, WHITE I 3 3 IIST ST. N W. Lj z 4 3 4 N 3 Q M N MAI I 1ST 5 5 3 4 3 4 1 +81 'B' 33 . S.W. 33 3 4 3 Q 2 W 3 C 1 5 Z 0 5 2ND ST. .W. 2ND ST. S.E. 40 0 40 80 1 52+00 T W, 62+00 SCALE: 1" = 40' cli w Lij z MAINTENANCE OF TRAFFIC DETAIL Q NTS w o =D � z M w Q V) CD O O O Un O ck� O O cn O + + of N w O Ln v z CD o' o Q � 100 SEE DETAIL FOR + °+ PEDESTRIAN CROSSING ac + 9 SPACES @ 22' = 198' < < +32 'B' < DIMENSIONING (TYP.) Q rn 31 (TYP.) +32 B � co + 33 + + 33 + + 31 33 33 1ST STREET S.W. 33 04 33 ¢p 39 33 33 1ST STREET S.W. 33 33 33 33n (SEE DETAIL) 38 39 38 Q ¢ 33 °Q Q (SEE DETAIL) r7 rn + + + + + 33 i z = J C6 MAINTENANCE OF TRAFFIC AND N A R o O� PA VEMEN T MARKING DETAIL Q J Y W N O mX:2 x 00 a Q 19700381 SW QUADRANT RH -E, her; Development ,' _ o a o � �n U Q S 03-02 we w z� �Q�f,Q L �- F ?OJt! i P;Q Traus ortation � } �S AND I ANP �� Af��P�"FI TEN Develo�meut (bn�ultant Uj UjLJ U Li LA'- JANUARY 31, 2003 GJI WEC 10 Li Li C, (n Of a- x D in E:2 I CASTING FRAME AND COVER AS SPEPCIFIED A OR APPROVED EQUAL EDGE OF PAVEMENT, CURB, GUTTER MIN. 6" TOPSOIL TO EDGE OF PAVEMENT, CURB, GUTTER MIN. 6' TOPSOIL TO PRECAST CONCRETE ADJUSTER OR SIMILAR STRUCTURE IN THE GREATFR THAN 5' ENSURE GRASS GROWTH OR SIMILAR STRUCTURE IN THE 5' OR LESS ENSURE GROSS GROWTH PUBLIC R/W IF NOT UNDER PAVEMENT PUBLIC R/W IF NOT UNDER PAVEMENT RINGS IF NEEDED (4 MAX.) ASPHAL7IC MASTIC SEE DETAIL f7G 400-05 OR BUTYL RUBBER ECCENTRIC CONE OR REDUCER ' I,_�II A r= I SEAL BETWEEN JOINTS CAP AS REQUIRED BY S17F COND177ONS. CONE TOP TO MIN. 1.25 Bc MIN. 1.25 Bc t 12' MATCH ADJUSTING RING PROFILE. - LEGEND - -------------- - TABLE 404-2 MIN. MANHOLE DIAMETER'S REGULAR BACKFILL Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER B"-BORROW OR EQUIV. FULL HEIGHT MANHOLE PIPE ENTERING OR PIPE ENTFRING OR \ d = DEPTH OF BEDDING GRANULAR MATERIAL PIPE SIZE LEAVING AT A 0-45 LEAVING AT A 45-90 MATFRML BELOW PIPE COMPACTED TO 95% STEPS AS SPECIFIED 'B'"-BORROW OR EQUIV. STANDARD PROCTOR PLACE 1 2" DIAMETER EXTRUDABLE DEGREE ANGLE DEGREE ANGLE GRANULAR MATERIAL — DENSITY 12°21' 48" 48" COMPACTED TO 95% d — d PREFORMED GASKET MATERIAL IN STANDARD PROCTOR EACH KEYWAY. S Al SEE TABLE 404 2 EE DETAIL) 24' 4e' so° DENSITY "Bc ( � PLAN VIEW 5"MIN DEPTH OF BEDDING Bc 63' MATERIAL BELOW PIPE DEPTH OF BEDDING LEGEND PRECAST CONCRETE MATERIAL BELOW PIPE ADJUSTING RING OR 0-RING GASKET-" � �' Bc = OUTSIDE DIAMETER ALL BEDDING & INITIAL BACKFILL SHALL BE NOTE ASPHALTIC MAS77C D d MIN. ALL BEDDING & INITIAL BACKFILL SHALL BE D = INSIDE DIAMETER FLANGE OF CASTING. ,I INSTALLED IN 6" TO 12'BALANCED LIFTS D 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 SE077ONS 66' & LARGER 6' ON EACH SIDE OF THE INSTALLED PIPE 30' TO 60' 4' MIN. 9' OF CLEARANCE SHALL BE PROVIDED 66' & LARGER 6" ON EACH SIDE OF THE INSTALLED PIPE 24" I.D. MIN. 7L "T PREFORMED HOLE TO REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL RUBBER BASE BUTYL TRUDABLE „ { '� SUBSURFACE 71LE °T° MAX. OF PIPE O.D. + 6' STUB WHERE REQUIRED W/NON-SHRINKING WITHIN 5 OF EDGE OF PAVEMENT PREFORMED GASKET 34 O.D. CEMENT GROUT. GREATER THAN 5 FROM EDGE OF PAVEMENT MATERIAL (TYP.) NTS NTS SEE SPECS. SECTION A—A BENCH WALLS AT GASKET DETAIL MIN. 112' PER FT SLOPE HOLES FOR UNDERDRAIN AS BASE 6" REQUIRED (SEE SHEET 74) ADJUSTING RING MANHOLE BASE SET ON CAS77NG AS PER STRUCTURE NO SCALE 6" OF 18 OR 12 STONE DATA SHEET OR APPROVED EQUAL R 2'-11 112» ..� " Fire Hydrant As Specified 2'-1112 4 REBARS ® 12' SPA. EACH WAY(STEEL MESH Edges to be sowcut and AREA = 0.12 SO. IN. PER clean of debris and loose r min P Su 1 -11 1 2' Q asphalt before patching 1" Bituminous Surface #1 1 on SQ. FT. OR APPROVED EQUAL) 3" Bituminous Binder #9 on 3,-0„ 9" Compacted Aggregate #53, Type '0" PROPOSED FINISHED GRADE STANDARD MANHOLE FOR PIPES THR 24• Seams To Be Ironed 5' 6" 2» Min. U NO SCALE A A 6" Valve Box 1 Cubic Yard _ '_ � W � Gravel Pocket 0- - - - " I 23.5 6 Specified Granular Backfill 6" Gate Valy j Machine Tamped in 5" Layers - (Or #8 Stone) ° Water . Main Size M S' . ,: ° .. .' .. . .. . .. '. Anchoring Tee One 8"x8"x 16' Solid Undisturbed Earth 5" 1" SHAPED CONCRETE FILL Concrete Block or 6" Min. See Trench Detail For Class 'B" Concrete Hydrant Assembly,� Base On Undisturbed Pipe Bedding Requirements. PLAN SECTION A-A (Tee and Gate Valve Included I Ground. in the Cost of the Hydrant Assembly) New Cast In Place BITUMINOUS PATCH DETAIL HOLES FOR UNDERDRAIN AS TYPE •H' INLET Note: Length is Approximate Only- �Concrete Thrust Block N.TS. REQUIRED (SEE SHEET 14) NO SCALE Contractor Shall 90' Bend Furnish And Install Existing Pipe To Be Removed Pipe As Required. CASTING AS PER STRUCTURE DATA SHEET, OR APPROVED EQUAL NOTES: - 3'-O" 1. At High Points Along Main Water Line, o I- z 2'-0" Anchoring Tee Shall Be Set At 45' Angle a� ° New Plug In Existing Water Main See Trench Detail Upwards And Connected To 6° 45' Bend. -0 s-z To Be Installed After All Services Have Been Reconnected. For Backfi/I Requirements Main Water Line Shall Be Lowered To Provide c and Bedding 4" DIP MAIN or g Sufficient Cover As Specified. y 6" DIP MAIN 6,, Existing Water Main 6". Z o� 4" GATE VALVE or 2. All Joints Shall Be Restrained Per Carmel Utilities a, O 6" GATE VALVE - _ A A Standards and Details. . .i , ,. r: _ ro 3 3 6" Min. SIZE W " T 8" 24"1"� 6" 3. Valve shall be an All Thread Hydrant Valve to tee. 6" " 2'-6" 4" FIRE HYDRANT ASSEMBLY N.T.S. New Water Main 10" 2'-6" 4" I W New Water Main 12" 2'-9" NEW 8"x8"x4" TEE or 16" 3'-0" NEW 8'x8"x6" TEE or Bed Pipe In Specified Granular Bedding Material Hand Tamped In ' TRENCH SCHEDULE New 8" Gate Valve 6" Layers To Pipe Centerline. With Blind Flange ° � � Length - Varies c � PLAN SHAPED CONCRETE FILL SEC TION A-A WATER MAIN CONNECTION DETAIL- TYPE '71 INLET ! � N.T.S. NO SCALE - - HOLES FOR UNDERDRAIN AS New Angle Valve. Bring to Grade with 6" of REQUIRED (SEE SHEET 14) + g 1'-0" Undisturbed Groun Compacted Aggregate #53 Install Angle Valve Meter. New Angle Valve. In Existing Meter Pit. Approved Excavated Material In Unpaved CASTING AS PER STRUCTURE Type K Copper Corporation Stop Areas Unless Otherwise Directed. 3, 0 DATA SHEET, OR APPROVED EQUAL See Plan Sheet For Size Water Main Temporary Aggregate Patch 3'-0" Specified Granular Backfill Hand Tamped In 2'-0 B-Borrow for Structure Backfill Under 6" Layers To 1'-0" Above Pipe. Pavement, Drives, Walks or Where a GENERAL WORK SEQUENCE Ordered Tamped In 6" Layers, FOR WATER LINE INSTALLATION (or #8 Stone) WATER SERVICE DETAIL 6 6 Connection To Existing Service N.T.S. Sand, Gravel or Crushed Stone 1. After Utilities Are Located, Insurance And Shop Drawings + Bedding Material Hand Tamped In Approved, Install New Water Main And Service Connections. Bedding Limits 6" Layers To Pipe Centerline, A A 2. Make All Connections To Existing Water Mains As Per Plans '7" Min. Compacted to 809 of Standard Proctor And Specifications. ��I 6" 24"� 6" J. The Contractor Shall Flush, Chlorinate And Pressure Test Undisturbed Earth "W" Max. At The New Piping. Top Of Pipe - — — — — — — - zz s I I m NA [)All a 4. Contractor Shall Connect New Service Lines Into Existing NOTES: a- or Relocated Water Meters. n o 1. See Trench Schedule For "W" And 'T"• WA TER MA IN A ND � 5. The Owner Will Shut Off Water Service To The Area Of Connection And The Contractor Shall Connect New Water = oo ( E. N Main To The Existing As Shown. The Contractor Shall 2. Under Existing ewers, Water Lines, Gas Lines, l Q 9 o 3 Complete o Be Connections it Existing Mains And Allow The Telephone Cable And Electrical Conduits Backfill DRAINAGE DE TAILS Y 1 w�o Mains To B Turned On Within 8 Hours After Shut Down. p PLAN SHAPED CONCRETE FILL SECTION A-A i X o 1 With Granular Bedding Material To The Centerline o za 6. Contractor shall supply as-built information to City upon Of The Existing Utility Lines. 19700381 , w completion of project. fl TYPE 'M• INLET O STATE OF SW QUADRANT QVIrI101:141 WATER MAIN TRENCH DETAIL 1'raiisportatiun N.T.s. NO SCALE `mss lND ANa ��` �nl"i 03-02 RH TEN ne.Mq Pn� hL coli,i17 i17 c(' Q �G' f f _I CA ��u iiennv ��[i��u+_ iw< WZ� TONAL E T Z�rw ��°z�ww 11 23 ��A'� JANUARY 31, 2003 �r_�'IaFr Gil °,ll � wEi� WEC ,lilE � �,F wwwwo X��L�� 5' (MAX) 5'-0 DRIVE WIDTH 5'-0 TAPER & RAMP VARIES TAPER & RAMP DEPRESSED CURB WlD TH VARIES W AND GUTTER SEE PLAN VIEW AND CROSS SECT. CURB 15.00% (M) X) 2.Oq 8.33 MAX - - - - GUTTER SIDEWALK CURB RAMP CONCRETE DRIVE `�' SIDEWALK CURB RAMP ° 12:1 MAX. SLOPE 6 3/4" 12:1 MAX. SLOPE SECTION A—A EQUIVALENT TO 5'-0 DRIVE WIDTH 5'-0 SURFACE IN PLACE TAPER & RAMP VARIES TAPER & RAMP 6" 6 112" PREFORMED JOINT FILLER 112" PREFORMED JOINT FILLER 6" CEMENT CONCRETE 112" PREFORMED PAVEMENT FOR DRIVEWAYS SECTION D—D (REVERSE FOR TYPE "0") SECTION B—B JOINT FILLER (No Sidewalk) NO SCALE , - CONCRETE SIDEWALK CURB RAMP TYPE N CURB RAMP TYPE 'N' SIDEWALK Q A �RII/E � A _ _ _ 3'-0 4'-0 5' - - - - - - - o MAINLINE PAVEMENT CURB & SIDEWALK DEPRESSED CURB TOOLED LONGITUDINAL I GUTTER 50:1 MAX. CROSS SLOPE MAINLINE PAVEMENT CURB & SIDEWALK AND GUTTER 112 PREFORMED JOINT TO LINE UP JOINT FILLER W/TH FRONT OF WALK I 15 pp% (MAX) VARIES 4'_D MIN. 4» GUTTER 50.•1 MAX. CROSS SLOPE 207. i 8.33% MAX � WIDTH VARIES 2 Oq g 33% (MAX.) _ CURB & GUTTER DEPRESSED CURB CURB & GUTTER 1 1/2" r ;i EQUIVALENT TO (Sidewalk Next To Curb) 3 ,/2'� L6" r „ ,,., SURFACE IN PLACE NO SCALE BRICK 6 6" CEMENT CONCRETE WEEP HOLES COMPACTED SAND PA VEMENT FOR DRI VEWA YS 3'-0 3'-0 DRIVE WID TH 3'-0 3'-0 TAPER DRIVE RAD. VARIES DRIVE RAD. TAPER SECTION E—E SECTION C—C (Sidewalk Away From Curb) 4 NO SCALE CURB — WID TN TO MATCH SIDEWALK 5' GUTTER `�' D (MIRROR FOR OOPPOSI7FT 6 3 4' B SIDE OF DRIVE) DEPRESSED CURB / SECTION B—B G 1/2" PREFORMED AND GUTTER JOINT FILLER - 15.00% (MAX - - - - _� , < D B Z Oq 2.09 S/ - � o Mq SIDEWALK CONCRE 7F DR�E SIDEWALK X S EQUIVALENT TO -6 6" CEMENT CONCRETE SURFACE IN PLACE M/N. S;0 SMOOTH RADIUS CONCRETE'. SMOOTH RADIUS o M/iy PA VEMENT FOR DRI VEWA YS i G D J" DRI�E �3„ M, U, (Sidewalk Next To Curb) _ - - -- — - - - - - MODIFIED CURB RAMP NO SCALE - - - - - - - - - - - - - - - �, B TYPE •N• CURB RAMP, TYPE •N• SECTIONS AT DRIVEWAYS NO SCALE NO SCALE * WIDTH VARIES WHERE THERE 3'-0 3'-0 DRIVE WIDTH 3'-0 J'_0 IS NO SIDEWALK, SEE PLAN TAPER DRIVE RAD. VARIES DRIVE RAD. TAPER AND CROSS SECTIONS. CURB & GUTTER DEPRESSED CURB CURB & GUTTER W Z NO JOINTS SHALL BE CUT W a o (Sidewalk Away From Curb o �`,' Lu RADIUS OF 114"/4" AND FILLED ED >LLJ O r N o Sidewalk) SIDEWALK 50:1 3'-0 CURB MAINLINE PA VEMENT SIDEWALK 6'-0 5'-0" 6'-0 SIDEWALK ot [Z p WITH JOINT FILLER. NO SCALE MAX. CROSS SLOP GUTTER 12:1 SLOPE MAX. MIN. 12:1 SLOPE MAX. 11 ? ? PAVEMENT OR TOPSOIL (6") PLANS AT DRIVEWAYS 4" 3'-4 4" II-lrHi I 6'-0" BETWEEN TRANSVERSE JOINTS I— ++++++++ +++ ++ _ , COMPACTED SAND + + + + + + -_ L + + + + + + +' 31/2 OR B-BORROW BACKFILL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + BRICK �6" 48' BETWEEN EXPANSION JOINTS (MAX-) +++++++++++++++ WEEP HOLES COMPACTED SAND BRICK 6" CONCRETE 3 1/2 COMPACTED SAND 1 RGS CONDUIT +++++++++++++++ _ - SECTION F F SECTION C C D D i + 3" MAX 4" (TYP.) t _ _0 M,� 7 _� , 1 C CONCRETE SIDEWALK r�1 ' r � ' L' �` SAND OR B-BORROW BACKFILL T, r ' __ r 1 F13 CAST ALUMINUM POST �- L - I r`r BEDDING TO 6" MIN ID WA K 3 ' 1_r i i 1 r r ELL q L Imo. t I L 1,� _ r - I , i T a 1 I -i- L '- NO SCALE LEVEL CONDUIT 12" MAX FITTER HEAVY WALL 0 12 Q 0 Q T_T , , ,_ r 1 L ,ll_1_ L T z z - -/� T�9 � M A r 71 _ ,'1 �_ CURB & CAST ALUMINUM HEAVY WALL D��IjY STRIP GUTTER DUCT DETAIL POST IENON „ / n I I 40 NO SCALE 4-�, 6'-0 5'-0 6'-0 Q) MIN. LCI O MODIFIED CURB RAMP MODIFIED CURB RAMP CIZ TYPE •O• TYPE •K• v 1 -0 NO SCALE NO SCALE ANCHOR BOLTS AS RECOMMENDED ° BY POLE MANUFACTURER. (QUANTITY 4) 4 0.D. 1/8" WALL—" � 1" MAX. 6063 - T6 ALUMINUM ALLOY m00 _O � y__ SHAFT r ; NO TE.- BRICKS TO BE INSTALLED IN A * BASE SHOULD BE CEN7ERED BETWEEN ; SOLID HERRING BONE PATTERN TYPICAL WALK & CURB WHEN LOCATED WITHIN r: i COPPER WITH ALL RAMPS IN OLD TOWN UTILITY STRIP. , ,- PARALLEL WIRE LINE � LL �L _F1— UL T T F----1 Q' i S S i S S i S i i i I P i P i P i P i P i 1 ��`' In A i A A i A i A C i C C i C i C i i� t` Its 1 RGS CONDUIT CAST ALUMINUM BASE z z L----I----I----L----I----J (TYP.) -- - GROUND ROD WITH BUILT IN A DOOR Q » i � 12 cn O �, 17- DIA ROA D WA Y DETA IL S - J<� CLASS 'A' CONCRETE YQw�O m X�oZ (4000 P.SI.) CENTENNIAL "AB" BASE, 4" FLU7ED POST, 12' WITH PRISMA77C 19700381 W 0 Q - 2/124 LUMINAIRE, 100 WA TT HIGH PRESSURE SODIUM LAMPING o ucn v° O STATE OF SW QUADRANT 18" DIAMETER VOLTAGE. 120 VOLTS 60 HZ. Transportation h .. .. aNa���` 03-02 RH TEN Ue�elopment Consultants wz� SERVICE PEDESTAL DETAIL LIGHT POLE BASE DETAIL STREET LIGHT DETAIL °NAB r., �� ������ -I IN z~}w 12 23 wW��� w Z� NO SCALE NO SCALE NO SCALE �1` JANUARY 31, 200 i � -i� ��.i�� GJI F �'�u WEC �,fi�-� i wwwWo E N�J 2 X�OL�� PAVEMENT QUANT TABLE z O Z w 6 to 0 (n V) m m m 0 Z Z O Y LLJ O� w Q Q ��* �O � _1N > Q Q �CN 0O p m k OH � � z H w m " m 2 " = w z mp � � o°, c� " COMMON ]i 0 O J > w w z w N z o Lij m w a0 °- _ _ _ Y a w? a a- a O_ a a Z w 2 m - W W Z fn O J W DESCRIPTION r o J � � > � zw= Oz > z w Qo 00Ld aN a cn � m � � z0 ° Jc� >z w � w � 0bi WON QW moo" m " >-.. >z ">- � >- - � = c� _o z w -m 0 c�W Q EXCAVATION w � m w � � Q w O Q O m � N � M 0o z Q O w O w w O w Q w >z w � � U W Y F- Y ~ Y~ ° W O z REMARKS LOCATION (APPROACH TYPE w v � O o : a �� � U W J m � � Y O w IL z w w m z w m y m y m y o a J - 3 J z \ c> >�- 0 zwW a � m m � c� c� m m � � a OOH Um > � U zmm o � � O >_ DEL � o' LL � � � o ) E OR CLASS) F m DEPTH m-� a m N DEPTH LB/SYD m Q F- z Q z Q �' z 0 m o N z U v v 0° o v m o v m o w wmo U � O O O U 00 0 0 0 co 0 4" a CUT FILL N 4" TO 9" 5" 110 330 FEET FEET FEET FEET TON TON SYS CYS CYS SYS LFT SYS TON TON TON TON TON TON SYS LFT LFT LFT LFT SYS EACH EACH EACH EACH SYS MG SYS 1ST STREET S.W. MAINLINE 1741.2 23.7 192.3 1084 384 732.2 1034.4 171.4 507.0 0.8 3320 1848.5 50 411 434 19 16 1 1 98.3 290.3 10+76 RT CLASS I 10 4 3/3 0 1.6 4.9 11+01 LT CLASS 1 18 12.5 0/0 0 24.7 11+43 RT c LASS 1 21 12.5 3/3 0 3.2 9.8 11+65 LT CLASS 1 18 12.5 0/0 0 24.5 12+12 RT CLASS 1 10 12.5 3/3 0 1.4 4.9 12+34 RT CLASS 1 12 12.5 313 0 2.4 5.7 13+40 RT CLASS 1 10 12.5 3/3 0 2.0 4.8 13+96 LT CLASS 1 22 12.5 0/0 0 14+34 RT CLASS 1 12 12.5 3/3 0 2.3 5.8 -- - - - ASPHALT APPROACH 6 5 15 _ - 8.5 8.4 - _- - - - _ - _- - - --- ----- -- -_- - - - - ---- - --- -- - - - - - - - - - - - - - - - -- _ 17+59 RT S 26 / 0 ACTUAL SIZES AND LOCATIONS TO BE VERIFIED WITH AMLI PROJECT - - 1515 -- - - --- - --- - --- -- ----- _- 18+29 RT ASPHALT APPROACH 26 6 / 0 10.5 10.4 ACTUAL SIZES AND LOCATIONS TO BE VERIFIED WITH AMLI PROJECT 20+58 RT CLASS 1 9 4 0/0 8.5 1.9 9.9 20+94 LT CLASS 1 91.5 11.0 0/0 7 15.1 40.7 21+32 RT CLASS 1 31 10.2 0/0 6.2 1.8 1.8 13.8 21+87 RT CLASS 1 28 10.5 0/0 6.5 12.7 22+39 LT CLASS 1 64 12.2 0/0 8.2 12.8 28.7 22+66 RT CLASS 1 30 10.3 0/0 6.3 15.5 1ST AVENUE S.W. MAINLINE 456.5 1.1 36 155.6 222.9 36.2 108.4 0.2 700 306.8 50 159 54 - 5 41.2 60+58 RT ASPHALT APPROACH 24 10 15/15 0 7.8 23.1 ACTUAL SIZES AND LOCATIONS TO BE VERIFIED WITH AMLI PROJECT 60+61 RT CLASS 1 58 4 0/0 0 25.3 61+19 RT CLASS 1 15 4 0/0 0 6.7 61+59 RT CLASS 1 20 18.0 5/0 0 7.8 14.4 61+62.5 LT CLASS 1 20 8.0 0/0 0 13.5 61+76 RT ASPHALT APPROACH 30 10 15/15 0 9.5 28.2 ACTUAL SIZES AND LOCATIONS TO BE VERIFIED WITH AMLI PROJECT 62+04 RT CLASS 1 20 18.0 0/0 0 8.9 3RD AVENUE SW MAINLINE 545.2 0 23.2 165.9 232.2 39.0 117.0 0.2 700 394.6 94 96 4 1 56.5 46.8 51+45 RT CLASS 1 22.5 9 3/3 2 18.1 51+76 LT CLASS 1 20 11.8 0/0 0 28.6 52+03 LT CLASS 1 15 17.0 0/0 0 3.6 5.9 52+11 RT CLASS 1 95 7 3/3 0 74.8 TOTALS 51.4 116.2 412.3 2742.9 24.8 192.3 1120 407.2 1053.7 1489.5 246.6 732.4 1.2 4720 2549.9 100 664 584 23 22 1 1 154.8 378.3 i Z LE J d U rn N E. N PAVEMENT QUANTITY TABLES O A BITUMINOUS MIXTURE FOR APPROACHES SHALL CONSIST OF YQ WHO __j 110#/SYD. BITUMINOUS SURFACE #12 ON 330#/SYD. ~LLJ D BITUMINOUS BINDER #8 OR #9. fl 19700381 SW QUADRANT 0���o aportmot I�a L rg O STATE OF <v 'ri-antiportation & .. FS�,�IND A0, 1)��I� 03-02 RH TEN 1) �elopment consultant, ��rCPiG r. re(' EF � mE IN 4,1[1' c-ises wza- ON AL . �. U��w w W o Q� a�� JANUARY 31, 2003 �r ,i��� !F 13 23 W z- GJI � � w�c WEC �HF�_� ��� W W W W- cr U)LJ- X�OL�� STRUCTURES 1 THRU 9 NOT USED STRUCTURE * IF CONTRACTOR ELECTS TO USE METAL PIPE, UNDERDRAIN TABLE THICKNESS AS SHOWN BELOW ARE TO BE USED. LOCATION DESCRIPTION ELEVATION THICKNESS cn c� � v) TRANSVERSE & OUTLET PIPES Of J U J w U z Z U PIPE, Q Z TYPE 4 � -i o� o� o O 99 v m �- N SIZE ? z RIM U o m to w w 0 w 0 �`' o NEENAH w ~ REMARKS GROUP c� o AT PIPEnFITTINGS PVC w ~ Y -i w Q _j w m W p w z REMARKS UP DOWN Y = o Y w x p w U co �• z N STATION � o � w � cn � U° J c�' N z v � w = w w U w w (n w U STATION ,1, c� o o TYPE STREAM STREAM a o a w D 0 z (n z Q m w CASTINGS z p �, w F- w o o CL � J w w m w m w o — o w V) o 6" Q o Ow STATION m >``' PIPE °p° 0 < opr oor -� ° z Ln V) Q m U U m U z c� w 3 mwm � � � ~ °w ON O O INCHES LIN. FT. ELEV. ELEV. ELEV. CYS INCH INCH SYS LBS CYS EA. TYPE LT RT LFT. CYS. LFT. EA. EA. LIFT. CYS. EA. EA. EA. SYS. ~ 1 10+17, 'A' X EXIST. SANITARY MANHOLE ADJUST CASTING TO GRADE -- 1ST STREET S.W. IN 'A' - -- - - - -- -- ---- - -- - --- - - - - -- --- - --- - - X 10+33 - --- - --- - - 2 10+20, 'A' X EXIST. TELEPHONE MANHOLE ADJUST (BY OTHERS) _ 49, 116 9.28 11+49, 'A' 4 TIE-IN ELEV. = 828.59 X 11 - 130 10.40 11+62, 'A' 6 11E IN ELEV. = 828.90 3 10+24, A X EXIST. STORM MANHOLE ADJUST CASTING TO GRADE - -- - --- ---- - X 11+62 A - - - - - - - - -- ------ - - -- - -- ---- 291 23.28 14+40, 'A' 8 TIE IN ELEV. = 826.22 3A 10+31, 'A' X EXIST. SANITARY MANHOLE 834.95 ADJUST CASTING TO GRADE X 14+40 A -- - --- - - - - - - - --- - - --- --- - ----- ---- - -- - - - 278 22.24 14+40, A 9 TIE IN ELEV. = 826.37 4 11+49, A X EXIST. INLET 832.14 ADJUST CASTING TO GRADE X 14+40, A - -- ------- - --- - --- -- - - --- X 16+13, 'A' -- -- - - - _ - ---- -- 154 12.32 17+67, A 2 17 TIE IN ELEV. = 823.59 5 11+58, A X EXIST. STORM MANHOLE 832.06 ADJUST CASTING TO GRADE X 17+67, A - --- -- - - - - X 16+64, 'A' ----- --- - - - - 73 5.84 17+37 'A' -- 14 - - - 6 11+67, A X 12 INLET J-10 10 831.85 828.90 828.80 5.5 - R-3287-10V 5 X 17+37,--'A'--- - - -- - -- - TIE IN ELEV. 821.90 - X 17+67, 'A' - - - - -- -- - - - - - - 115 9.20 18+91, 'A' 19 TIE IN ELEV. = 822.50 7 12+51, 'A' X EXIST. SANITARY MANHOLE 830.49 ADJUST CASTING TO GRADE -- -- - - - - __X__ - - - 154 12.32 18+91, 'A' 20 TIE IN ELEV. = 822.79 8 14+40, 'A' X 12 INLET M-10 76 828.84 826.22 825.84 42.5 R-3287-10V CONNECT TO EXISTING MANHOLE X 18+91, 'A' - - - X 21+60, 'A' 269 21.52 21+60, A 2 19 TIE IN ELEV. = 822.50 9 14+40, 'A' X 12 INLET H-5 23 828.84 826.37 826.25 13.0 R-3287-5 8 - -- - - - - X 18+91, 'A' 269 21.52 21+60, 'A' 20 TIE IN ELEV. = 822.79 - - - -- 10 14+45, A X EXIST. TELEPHONE MANHOLE ADJUST (BY OTHERS) - - ' , - _ - - _MANHOLE 21+60 A -- - - 2 - ' - 129 10.32 22+89, 'A' 27 TIE IN ELEV. = 824.05 11 14+57, 'A' X EXIST. INLET 60 REMOVE INLET & PIPE X 22+89, A - - - - X 21+60 A - - - - - - -- - -- - - - -- - 129 10.32 22+89 'A' 29 TIE IN ELEV. = 824.32 12 16+63, 'A' X EXIST. INLET 57 REMOVE INLET & PIPE - ____ -__ - - - --- ---- 3RD AVENUE S.W., LINE 'B' - - -- - - - - --- - - - - 13 17+10, A X EXIST. STORM MANHOLE 34 REMOVE INLET & PIPE X 50+30, 'B' -- --- - - - - - - - - -- --- - --- - - - - - -- -- - ---- -- -- - --- - - 236 18.88 52+66 B 31 TIE IN ELEV. = 825.09 - - -- - 14 17+37, 'A' X AMLI INLET 827.09 821.90 821.74 - -- - ADJUST CASTING TO GRADE X 50+30, 'B' - - -- - - - - - - - - - - - - - - --- - - 236 18.88 55+66, B 32 TIE IN ELEV. = 824.08 15 17+42, A X EXIST. STORM MANHOLE 827.14 ADJUST CASTING TO GRADE X 52+66, - -- -- X 52+92,, 'B' _ 26 2.08 52+92, 'B' 31 TIE IN ELEV.-= 825.09 - - - - - --- - - 15A 17+76, 'A' X AMLI MANHOLE 826.76 - - ADJUST CASTING TO GRADE -- - - --- - - --- -- - - - ----- - - 1ST AVENUE S.W., LINE C X 60+25, C - ------ - - - -- ---__ 16____ ___ 17+44, 'A' X EXIST. INLET 22 - REMOVE INLET & PIPE ---- - -- - -- - - - -_ - 115 9.20 61+40 'C' 38 TIE IN ELEV. = 822.50 - - - - -- --- ---- X 60+25 C 17 17+67,--'A'- X 12 INLET J-10 10 826.59 821.90 * 5.5 R-3287-10V * *CONNECT TO AMLI DETENTION STR. N0. 713A - ----'; 115 9.20 61+40 'C' 39 11 = X 61+40C' E IN ELEV. 822.35 AND FIELD VERIFY D.S. ELEVATION -- '- - 18 18+04, A X EXIST. SANITARY MANHOLE 826.37 ADJUST CASTING TO GRADE - - - - -- - 147 11.76 62+87, 'C' 38 TIE IN ELEV. = 822.50 - - - - -- --- - ------ X 62+87 C 19 18+91, 'A' X 12 INLET-J-1-0 22 825.63 822.50 822.06 12.5 R-3287-10V 21 , 141 _ 11.28 62+81, 'C' 39 TIE IN ELEV. = 822.35 X 62+81 20 18+91, 'A' X 12 INLET J-10 7 825.79 822.79 822.65 4.0 R-3287-10V 21 - - - - 21 18+91, 'A' X STORM MANHOLE 825.93 814.69 R-1714 RECONNECT EXISTING PIPE 22 19+43, 'A' X EXIST. SANITARY MANHOLE 825.96 ADJUST CASTING TO GRADE - - - -- - - - - - - - - --- 23 19+77, 'A' X EXIST. TELEPHONE MANHOLE ADJUST (BY OTHERS) - - - - --- - ---- - - - 24 19+82, 'A' X EXIST. INLET 12 REMOVE INLET & PIPE _ -- -- - - 25 19+92, 'A' X EXIST. STORM STRUCTURE 826.24 R-1714 RECONSTRUCT STRUCTURE TO GRADE, --- PLACE LID & FURNISH CASTING - - - - - -__ -- - - - - 26 19+93, 'A X EXIST. STORM MANHOLE 826.13 ADJUST CASTING TO GRADE - - 27 21+60, X 12 INLET J-10 14 827.30 824.05 823.77 8.0 R-3287 10V 28 28 21+60, 'A' X STORM MANHOLE 827.45 818.53 R-1714 RECONNECT EXISTING PIPE - -- - 29 21+60, 'A' X 12 INLET J-10 8 827.30 824.32 824.16 4.5 R-3287-10V 28 - 30 50+83, 'B' X EXIST. INLET 209 REMOVE INLET'S PIPE. RECONNECT PIPES FROM WEST TO NEW UNDERDRAIN. -- ---- - -- -- -- - - ----- 31 52+66,--'B-'-- X 12 INLET J-10 24 828.09 825.09 824.85 13.5 R-3287-10V 32 - -- - - ----- 32 52+66, 'B' X 12 INLET M-10 47 828.09 824.80 824.33 26.0 R-3287-10V 35 - - - --- - 33 52+91, 'B' X EXIST. INLET 22 REMOVE INLET & PIPE -- - - - - - -- ----------- - - - -- - - - - - -- - -- -- - - - - 34 53+13, 'B' X EXIST. INLET 26 REMOVE INLET & PIPE - - ---- - - -- - ---- - -- --- - ---- - -- 35 53+13, 'B' X EXIST. INLET ADJUST CASTING TO GRADE -__ - -- - - - - - - ---- - - - - ----- ----- 36 61+36, 'C' X EXIST. INLET 45 REMOVE INLET & PIPE - - - -- -- 37 61+37, 'C' X EXIST. INLET NO WORK REQ'D - - - --- -- 38 61+40, 'C' X 12 INLET J-10 24 825.49 822.50 822.38 6.5 R-3287-10V_39 TOTALS 3,179 279.84 4 39 61+40, 'C' X 12 INLET M-10 19 825.49 822.35 822.26 2.5 R-3287-10V 37 CONNECT TO EXISTING INLET 40 61+52, 'C' X EXIST. SANITARY MANHOLE 825.67 ADJUST CASTING TO GRADE Q a - -_ R-3305 FURNISH AND ADJUST CASTING TO GRADE a ii 41 63+00, C' X EXIST. INLET J STRUCTURE DATA AND - � o _ E. N p �i3� �� NOTE: SEE CURB DETAILS FOR LOCATION /y ' UNDERDRAIN TABLE Y Q j U 0 V '"tea OF RIM ELEVATIONS FOR INLETS. ((((���� � �uo¢ 19700381 �� SW QUADRANT • ' ' )� nr� O STATE OF �v Trenspor tation A V Development Consultants Q S N�iaN F11E� m 03-02 '{'A!j RH F� �rE_� TEN �, MAN]� :[H 11,[ N: wz� �0NAL ;jf r1o_ WwQ� Li °z� T� JANUARY 31, 2003 �,r1E� GJI F ,�''J F� WEC H 141-,, 23 cl� E(n LJa� XDOL7: CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 30 5 1 1 1 1 2 30 35 35 30 5 1 1 1 1 2 5 30 35 DES. EL. = 8 31 .3 2 EXIST. EL. = 832.02 I I ! I DES. EL.. - 833.30 II II I II I �p N°I ,I I 1 , ! - � - I II ,I�I i�i I II I I I I I I�I I ' fl a- 111 1 1 _ , �I I I I I i,I I I �- r I''III �i I'��I I I I�I I - I I I I!I I�'I i I 1' _- - 1I I I I 'I ' �+- 4.EXIST. FL. 833.49 12 - -� ` �,I I I II 'I!I I I I!I L ' ' -- _ 1111 2 01 12 CONC. D> . LT. C�NC DR. LT. GRVL DR. RT. GRVL D1 1 1 R . RT. EX. 8„ SAN. 825 „ EX. 12" STM. DES. EL. 831 .52 EX. 8' SAN. EL . 833,94 DES. EXIST. EL. 834.02 1q 12 , 2 + . Af 0.0 Sft Vf 0,7 y76 F Q 0 Ac 47.5 Sft Vc 115.1 Cys GRVL DR. RT. GOVL DR. RT. EX. 8 SAN I EX. 12" STM. DES. EL. 832.08 EX. 8' SAN. EXIST. EL. 832.42 DES. EL. 834.60 EXIST. EL. 834.67 rTo ' rT, , 50 65 65 Af 0.2 8ft Vf 0.2 Cys CONIC. DR. CT. CONC. DR. LT.Ac 30.3 is ft Vc 28.7 Cys I EX. 8" S N. 83b 825 EX. 12" STM. DES. EL. 832.44 EX. SAN. DES. 'Eh 835.25 83 5 EXIST. L: 835.28 +5 8% 4 Af 0.2 �ft Vf 0.1 Cys Ac 34.3 I!Sf� Vc 30.6 Cys GRVL DR. RT. , GRVL DR. RT. Ex. 12' STM. EX 8�' S N)I 925 990 EX. 12 STM. EX. 8„ SAN. DES. EL. 835.60 EXIST. EL. 835.66 DES. EL. 832.78 03 EXIST. EL. 833.0 Q Q I ICY_ 25 25 Af 0.0 eft of = 0.0 Cys Lj Ac 75.8 Sft Vc = 0.0 Cys Af 0.5 Sft Vf 10 Cys Q c c ys iw o Q Q o z~o a U�r.. o z a cw, o N .. EX 8" SAN. C9 25�Q wza EX. 12 STM. °Q Ln z L,W w EX. 8 SAN. ww 2 1 ip 2 XDo=� 30 1 2 2 2 35 LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAREGION NO. PROJECT N0. L YEAR SHEET N0. TOTAL SHE ETS IN 03-02 15 23 1ST STREET S.W. LINE 'A', 0 Q 0 I Q6 _ CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 30 25 20 15 1 1 D 15 20 25 30 35 35 30 25 20 15 1 D 10 15 20 25 30 35 DES. EL. = 829.70 DES. EL. = 829.05 EXIST. EL. 829.81 EXIST. EL. = 829.01 13 13 14 14 _ _ 2 5 50 _ 50 Af 0.0 ft Vf - 0:0 C _ Af 0:0 Cys Ac 32.0 Sft Vc - 30.5 CysHAD f 0.0 Sft Vf _ -� Ac = 0.0- Sft Vc; - -0 0 Cys S . NO. 8 PROP. 12" STML I I I I L Af = 1.1 -Sft Vf 1.5 Cys _ _ E =826.1$ �A K Y „ -J ,_ X. 8 SAN. � I ,, Y , � Ac 27.2_Sft Vc 85.1 C s ' !, I ', i'92 -) l 820 DES. EL. = 829.95 DES. EL. = 829.05 EXIST. EL. 830.19 EXIST. EL. = 829.04 3 14 _ 14 00 DO 34 -I - 0.0 0 1.1� 34 Af 0.0 Sft Vf 0.0 C __ _ _ Ys I I � _ _-STR. N0. TR. NO. 9 ! I I I I I _ _ 0.14 r 9 Sft Vc 33.7 Cys ASPH. DR. RT. PROPOSED 12 STORM 1 ASPH. DR. RT. =8 . EL !826.2 EL 826.7 EX. 8 SAN. EX. SAN. EINCASE SA ITARY IN CONCRETE DES El I ! � I - DES. EL. = 829.16 EXIST. EL. - 829.25 II I 'EXIST. Et. 830.76 , 12 - �- - T i _ _ 2 13 a -T -a--7- -;- 13 75, - --- +o. o _ Af 0.0 _Sft Vf = 0.0 C s _ �6� A f = 11 s AC 38 8 S Vc 9 C GRVL. DR. LT. GRVL DR. LT. I EX. 8" SAN.J EX. 8" SAN. C9 2 0 11 820 82 (920 I I I ! ! DES. EL. = 830.80 _ DES. EL. = 829.30 EXISrt. L. 831.59 EXIST. EL. -_8 9.41 12 � -� 2 13 rT3 44.510 .50 75 - j t 75 I I �- SEE 3RD AVE. S'V - X-SECTIONS FOR Af 0.0 Sft Vf 0.0 Cys 3RD AVEF SA 3RD AVE. S.W. LT. EAR WORK QUANTI E LT. Ac 34.1 Sft Vc = 61.2 Cys 25 (925 EX. 8" SAN.-/ I ! EX. 8 SAN. El�- c9,30-97 ! I I I I DES. EL. = 829.5-7 XI - 1.7 EXIST. EL. = 829.67 EXIST. L 83 2 _ - 1 1 � - 13 _ , 1 1 � 13 - y o = 34 �4 40 40 w SEE 3RD AVE. SW X-SECTIONS OR con o ASPH. DR. RT. EARTHWORK QUANTI ES ASPH 1II DR. RT. ASPH. DR. RT. ASPH, DR. RT. p p , 3 j ! J b QNQ EX. 8" S.AN.J E $AN. 0 ul I zo'N ' ! 82b 820 U) -a I d wz I v >-w _ Ofz o v Q w �z_ Z i wwL'wp � I I _ _ _ _ _ _ _a _ _ Elf cn LJ Lj 5 0 5 2 1 1 1 1 2 2 35 5 2 1 1 _ 1 1 2 2 30 35 X p w LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET N0. TOTAL SHEETS REGION NO. PROJECT NO. IN 03-02 16 23 1ST STREET S.W. LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 30 25 20 15 1 D D 15 20 25 30 35 1 35 30 25 20 15 1D D 15 20 25 30 35 I ' I DES. EL. - 827.70 I I II I�, I DES. EL. - 826..28 II I EXIST`. EL. = 827.72 EXIST. EL. = 826.94' I VERIFY APPROACH GRADES - - WITH AMU PROJECT I I � I - I rT8 � 7 (7W _ I � 1 Vf 6:9 Cys Af 3.5ft '�I - � c c = ys vzw� zz�� _ I I I I , . II 1;II I I 'I 'I I I III I I I I I' IL I I I I 0II 0 21 9 I I I I I I I I _I I I illl'I i I'III I I I I 'I II I I I I I i I I II I ,I I I �II I I I I I I I 33 , _ - _._ - -_2- -- C; _ I II II II II I I I I I II I;I '1 I I I II I I 1 I I _ ,I II I I I I I'I I I I iI I I I II I I I I I ' ' I I _ ASPHALT APPROACH R T . EX. 8 A N.) EX. 4» STM 815 E z 4" STM DES. EL. 826.59 EXIST. EL. 827,01 DES. EL. 828.12 (T8 1 � 16 EXIST. 2 . Af 0.1 Sft Vf 0.8 Cs 63 00 00 6 Ac 53.0 Sft Vc 45.8 Cys EX. 24" STM Af 6.5 Sft Vf 3.2 Cys R?n Ac 20.9 ft Vc 10.4 Cys DES. EL. 826.87 Ex.12 STM EXIST. EL. 827.10 DES. EL. 828.26 1 rT7 L. 827.96- 6 17 EXIST 9 s{ 7J 45:9 Sft Vc 5 S NO _1� Ac 7 +67 2 ,59 Af 6.9 Sft !! Vf 3.6 Cys Z. E 4" STM DES. EL. 827.15 EX. 24 STM I EXIST. EL. 827.25 VERIFY APPROACH GRADES DES. E . 828.54 TH AMU PROJE T E XIST. �L 828.36 16 a 6 r�7� s c c 23 5O STIR. N0. 16 EL.-823.6 © 17 4 2ND AVE S.W. Af 0.8 Sft Vf 0.4 Cys 2N D AVE. S.W.S W. ASPHALT APPROACH RT.RT.RT. . . EX. 24" STM 820 DES. EL. 827.43 * EX. 24 $TM 87EXIST. EL. 21 DES. EL. 828.71 -- EXI S T. EL 8 8.73 1 7 1 6 7 Af 1.8 Sft Vf 2.5 C < Ac 43.4 Sft Vc 33.7 Cys Q 0 2 S 2 J ROPOSED 12 TOM TR. NO. 14 BY AMU Li 017+37 Af 0.5 Sft Vf = 0.0 Cys ND AVE.�V S.W.SW2ND AVE S.W. AHEAD Ac 75.4 ft Vc 0.0 Cys RT. 82RT. 0 0 N Af 0.0 �ft Vf 0.0 Cys BACK Ac 0.0 $ft Vc = 0.0 C co corn N C-D X. 24" STM w w wQ 2 0 35 w x owe���w� 0 5 2 EX. 24" STM. LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION NO. PROJECT N0. IN 03-02 17 23 1ST STREET S.W. LINE 'A' 9 3 QO CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 30 25 20 15 1 D 1D 15 20 25 30 35 35 2 30 5 20 15 1D T 1 D 15 20 25 30 35 DES. EL. 826.75 DES. EL . 826.14 II 2644 83 0 EXIST. EL. = 827.361 I fie-- +?-75% ° '92 9 (TO - - +9-3�' - �I �, Iii �I � _ _ _ - _ 45 _Af �o.o Sft of o.1 Cys -I 45 75 75 SEE 1ST AVE. S.W. _ A U - 4 s _CROSS SECTIONS FOR c 62.4 Sft c 6 .6 Cy EARTHWORK QUANTITIES 1ST AVE, S.W. 1ST AVE. S.W. ASPH. - - -- - _ ASPH. LT. & RT. LT. & RT. PARKING LT. - PARKING LT. I X. 1 " TM , _ -EX. 8 _S N. _- - E 8 � _ J _- E 8' SAN. I EX. 24" STM 8 15 815 - DES. EL. = 826.03 DES. EL. = 826.55 EXIST. EL. = 826.56 EXIST. EL. = 827.15 I I 19 - - �'Tq 20 20 12 Af = 0.1 Sft Vf = 0.o Cys _ 2 50 50 _ - Ac 43.3 Sft Vc = 19.6 Cys - _ ASPH. ASPH. DRIVE --I - PARKING LT. RT. 0 +58 - EX. 18" TM EX. 8" SAN. I' E 8" SAN. - EX. 24 STM -- 815 I I I I I DES. Eli. = 826.00 DES. EL. = 826.41 EXIST. FL. - 826.59 EXIST. EL. = 826.97' I ! I I , 1 � ! 19 20 20 Af 0.0 Sft Vf = 0......4 C s y_ -00 I Af o.o Sft of - o.o Cys a -; t b4 25 I r � + I „ 25 _ - - - Ac 41.!6 Sft Vc = 35.9 C' s _ - - _ - - r Ac -44.� Sft �1e - 9$ 5 Cys { _ 1 , _ - „ 1 EX. 8 TM ., EX. 8 SAN. I E 8 SAN. , EX. '124' S'ITM -- I I i I I I i I DES. IEL = 826.02 DES. EL. = 826.33 I i I EXIST. EL. - 826.65 EXIST. EL. = 826.66 I -I 1 � i rTo'*""� 18 rT8 20 I I S 0. i20 _ Af 0.8 Sft Vf = 0.9 C 7 STR. NO 19 a _. a0 I- _ ys ® 8+91 r 0 18+91 Ac 36.0 Sft Vc = 32.2 Cys 00 PRO OSED 12" STORM I PROPOSED 12° TORM �I i I y EL.= 22.5C1 _ EL.= 822.19 L.-82' 0 E � 6 II I I :EL=822.65 ., ' I I I I E 8' SAN. EX. 18 TM - EX 8 SAN. II I TR.' NO. 21 815 18+91 I EX 2 5TM DES. EL. = 826.12 - - -_ DES. EL. 826.24 I I I I� EXIS1. EL. - 826.80 EXIST. EL. = 826.47 � I 1 � 8 (T9 1g Q Af 0. ft Vf = 0.1 Cys Af = 1.2 Sft Vf = 0.7 C o 5Q o 0 75 75 w Ac 61.5 Sft Vc _ 106. Cys Ac 33..6 Sft Vc = 53.3 Cys r o I I I I I o O Ld D I X " AN.� QoQ E 8 S E . 8" SAN. i°o EX 2V STM 0 ..o co Of c14 _ N c� Lj Z W €X. 24" �W°<~ U��- �o �z- W W W W x U)o_j 30 5 2 1 1 1 - -T I _2 3 -- - -- 5 2 - 1 1 1 1 2 2 0 35 LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION NO. PROJECT N0. IN 03-02 18 23 1ST STREET S.W. LINE 'A' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 30 25 20 15 1 D 5 1 D 15 20 25 30 35 j 35 30 25 20 15 1 D 1 D 15 20 25 30 35 I 1 � I DES. IIIELr. = 828.09 I I I 22 2 - EXIST. EL. = 828.57 25 �5. - I I I II I I I 1 I I I I I I 1 ASPH. DR. LT. - - - - - - - - A PH; DR. LT. I I I -- I I I I I 1 : I I I II I II 1 II I - I I - _. 1 EX. „ SAN. EX. 18 TM I 1 I 'I III I II I DES. EL. = 827.86 DES.- EL. 828.85 I I I I I EXIST EL. 828.40 23 EXIST. EL. = 828.85 23 OQ z ui~o a i aU~o w Q:I o�<�Q_N r7 I r I I I'I'.,,I I 1 I'1 11 I I I I I I I I -' : _: I I I I'I 1 I II I': 1 li I II I I I II I II� i III lily 1 1 I II I�''I II 1 11 I I I I I iI I 1 t I'I II I 1�I Ir T I I I I I II!I I I V I I I I I I 0 1,10-- .1 0 ' I I I I'','11 I I I II I _-_-.I 1 I 1 I I I I I j i i ' I I I I'I 'I i II 1 I I I 1,I I I I i I - , ,JII,I I I I I I I 1'i I � I,II ,. -_ ,,I I I II III I 1I III!I II I I I I - - - - o - I -TI I I I it I I'I 1 I I I I I I I - I A--' \- 10. 1I 0 Af 0.0 ft Vf = 0.0 Cys Af 0.1 Sft V f 0:2 C AHEAD Ac fl.Q- ft vc = o.o Cys(926 C9 25 Af 0.0 ft Vf 0.0 Cys BACK ft' Vc 20.3 Cys 59.E - EX. SAN EX. SAN.X. 18" TM E I DES. EL. 827.75 DES. EL. 828.76 21 3 2 EXIST. L. 828.29 EXIST. EL. 829.04 825 00 00 7 Af 0.0 Sf Vf 0.2 Cys T. 9 CQNC, DR. RT. I Ac 48.7 Sft Vc 163. C s 0 21+60T- . N 0. 27 CONC DR. + PRO PROP EL=824. 2 EEL=823.77 X. SANJ �-EL=824.05 EX. 18" STM�EX. 8> SAN. EX. 18" STM STR. N0. 28 DES. EL . 827.17 0 21+60 Ub EXIST. EL. 827.79 DES. EL. 828.45 21 2 r T2 - EXIST. EL. 828. 7 t C9 2 6 ASPH. A P . G R VL. ASPH. CONC. DR. R- T. D . RT.LT. PARKING LT. EX. SAN Ek EX. 18" STM DES. EL . 826.92 E X I ST. L. 827.53 +1 83! - DES. EL 828.21 20 0 22 22 A c 4 �3.5 Sf �c 108. C 9 •�� J9 ASPS. ASPH. ASPH. ASPH. PAPARKIN LT. PARKING LT. PARKING LT. RKING LT.Q EX. 1 T EX. 8" SAN. w O o :2 cc)�o z Qo EX. " SAN_ z d�c� EX. 18 STM ww G% Uz LLJ z ww w 5 30 2 1 1 2 2 3 35 T 1 f 2 30 35 x �o w LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCREGION NO. PROJECT NO. L YEAR SHEET N0. TOTAL SHEETS IN 03-02 19 23 1ST STREET S.W. LINE 'A'$7 T R N o -flL4 CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 30 25 20 15 1 D 5 1 D 15 20 25 30 35 35 3 5 15 1 D D 15 20 25 30 35 DES. EL. = 829.40 I I DES. EL. = 828.48 ' I I II II I I II ' I III EXIST. EL. = 830.17 EXIST. EL. = 829.11 I I ' I I , III II I ' I� ! I ' I ' I ! I � I I I , I I ! 50 _ _ - - - - - - - 50 52 52 �- - T I 1 8,30 7 75 03 +4.4%� - 2 - - -_ - _ -11- % - - TT - - � - _ 03 g° I II I Af 0.0 Sft 1 Vf = 0.0 Cys - GRVL _DR. _LT. - - - - � I_ � I - - i - i _ - ASPH. 1, ' Ac 46.13 Sft! Vc - 41.8 Cys - PARKING RT. I I ! I , I DES. EL. = 829.86 DES. EL. = 828.56 EXIST. L. = 830.42 EXIST. EL. = 829.25 - - - ---- - I 1 I 1 50 - - - - - _ - - - - - - -! ! - - _ - 50 51 51 - - -5�O ) - - - 0 76 �- - - - - - I I , I I - Af 0.0 Sft Vf - 0.0 Cys CONC. DR. LT. ASPH. Ac 44.0 Sft Vc = 30.6 Cys PARKING RT. 820 R20 8?n i I I i DES. Eli. = 830.21 DES. EL. = 828.66 - EXIST. EL. = 829.431 EXIST. 'L. 830.73 I II i - 50 - - - - - - - - - - - - �, - - - - - - - - - 5� 51 T 3 - 4 - -- - - -- - -- - - - -- _- -- -- - -- 1 I - Af 0.0 ft Vf = 0.0 Cys - CONC. DR. RT. -CONC. DR. RT. Ac 3.1 ft'1 Vc = 10.1 Cys CS 25 I I I I(925 C9 2 C9 25 I I DES. EL. = 830.32 DES. EL. = 828.73 1 I EXIST. EL. = 829.54 EXIST. EL. - 830.86 I I � I 'I 1 III 50 - _ _ - _ 50 5} I 51' - - - - - 25 I I I I I I ! II Af 0.0 Sft Vf 0.0 Cys Af 0. Sft Vf 00 C s � I � I y II II � _ ^' y1, 25 Ac 47.7 Sft c = 36.9 Cys Ac 49.!6 Sft Vc - 45.7 Cys I 1 I I, 11 I , I I I 11 I I ' II I I 11 I I I I 11 I , 820 DES. I I I I I 1 I 1 , . . . DES. 11E1,.. - 'I 830.56 I, 1 I, � I DES. EL. = 828.98 - II I I I I I L I I - EXISrt. L. - 831.19 EXIST. EL. 8,29.81 - I _- - 50 0 S� - _ - - 12 2 00 00 v u v a Af 0.0 Sft '� Vf 0.0 Cys I Af 0. Sft Vf -' 0.0 Cys AHEAD Y 0 y o Ac 105.7 Sf Vc =1 0.0 Cys Ac 49.1 Sft Vc = 44.2 Cys /3� I I , �� � ��I X11, 1 �I o°I Af 0.0 $ft Vf = 0.0 Cys N BACK QoQ Ac 0.0 Sft Vc = 0.0 Cys Q) c>o c 0 za�N --- U)0 a wz� w Q~ Z� LJLd ww� o ��J� r 5 2 1 --1 X D o � 5 30 5 2 1 1 1 1 1 2 3 5 5 1 -1 2 _ 2 30 35 LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET N0. TOTAL SHEETS REGION NO. PROJECT N0. IN 03-02 20 23 3RD AVENUE S.W. LINE 'B' CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 30 25 20 15 1 1 15 20 25 30 35 35 30 25 20 15 1 1 D 10 15 20 25 30 35 I f I I , I , I I I I DES. ilE4. 828.40 EXIS�. E L. - 828.90 I 9 ' I I - - -L - - - - - - _ - - - - - - - - -, - - - - - - - - - 1 _I i L Af 0.0 Sft I Vf I = 00 C s I Ac 39.5 Sft Vc - 25.1 C s 1 I I I STR. NO. 32 - - - - _ - PROP. 12 STM. I I I _ I I EL. . I I I I I I DES. ELF. - 828.32 _ 52 _ - EXIST _ L. 828.98 0 _5 1 1 I I I - I ,- _ -- •,I -,I-I-- ' I I I I 5 75 - - - - _ - -- - _ - - Af 0.0 ft Vf 00 C s Ac 45.2 Sft Vc 263. C s STR. NO. 3 TM PROP. 12" EL=824.73 DES. IEL. 828.34 5.2 EXIST. E L. 829.041 50 50 ASP H. S STR. NO. 3 P SPHI .O 66 ® 52+66 PARKIN R STORM RKING RT. E = 2 E L. 82 .8 0 L=824.85 DES. EL. 828.42 I I i I III II I - I!I I II I - I II I - -- , - -_ -- DES. - EL. 82- , 8. .6_0 2 EXIST. tL. 829.10 r 53 EXIST. EL. 828.60 � S 16.80 I I i iI I II I� I I {1� I I I I , _- - I - I I I I I �I - -' -- -_ 16�. _ 8 0 _T_ ASPH. H. Af 0.0 Sft Vf 00 C s PARKING R f SP AHEAD I f 0,0 Cyr Af 0.0 Sft A K V Ac 69.8 Sft Vc 15.3 C s 0 DES. E L - 8 28.46 DES. EL. 88.55 EXI ST. �L. 829.08 53 EXIST. EL. 828.61 (T3' U w _PEE A SPH. - Q � __ SPH. o PARKING RT. Af 0.0 Sft Vf 0,0 Cys ----- STR. N 3 35 . Ac 51.8 Sft © 53+1--- I w wN oZc O H z t - STR. 0. 32 0 - -- --- 823.32 z �o'N • . C9 2 Q w ww o O Q Z wOf wQ LLJ V) XD o 35 5 5 2 1 T _ 1 - 2 2 30 - 35 LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL- SHE ETS REGION N0. PROJECT N0. IN 03-02 21 23 3RD AVENUE S.W. LINE 'B''7 i LLL 3 CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 0 5 1 1 1 1 2 30 35 35 5 1 1 1 D 15 20 25 30 35 DES. EL. = 825.90 DES. EL. = 825.51 - - EXIST. EL. 826.231 - EXIST. EL. 825.186 VERIFY kPPROACH GRADES!, WITH AMU PROJECT I,I I I + - - � I' I I - _ 1 I, - - - 40 fiC 2 -I I II - 62 0- Vf 0:1 Cys 75 04 04 7 Af 0.3 �ft 82, Ac 40.6 Sf� Vc 38.0 Cys ASPHALT CONC. DR . RT. s2n APPROACH LT. EX 15" SAN DES. EL. 825.64 DES. Eh. 825.98 EXIST. EL. 826.32 EXIST. EL. 825.94 VERIFY ORO ACH GRADES T - - - z Z�o n dQ rU°°w -66660 I I I;I'!li I I, 6I I�I I 1 0 I I I I� I 'I I IIII I I I I I I I ' 'L I' ' -. - I I I I I ICI I I II I I I - 1 ' ' 2 I I I I �I ,I ' II I - ' - - -' - - 526- 50 I Vf 00 C Af 0.0 ft 0 6 .5 62�5. 5 Ac 1.5- f tVc 29:4 Cys GRVL DR. LT. GRVL DR . LT .ASPHALT APPROACH _T. I EX. 15' SAN DES. EL. 825.95 DES. EL. 825.65 EXIS EXIST. EL. 825.951 0- - - - - - - - - - - - - - - - 6 C9 25 - -D 61 - 61 of 0,o Cs31 Af 0.0 $ft 1 59 -Ac 42.0 �f Vc 9.4 Cys ASPH. DR. RT. ASPH. DR. RT 820 (920 1 . EX. 15" SAN 15" SAN (9 9 In DES. ,E 825.93 DES. EL. 825.75 2.9 EXIST. L. 826.39 EXIST. EL. 826.08- 61 0 61+40 5 2 Af- 0.0 8ft Vf =-O.0 Cys 0 61+40 Ac 43.0 Sft c 35.0 Cys PROPOSED 12 S ORM PRO OSED 12 d STO M EL 822.50 Af 0.2 Sft Vf 01 Cys 822.35 c 40.8 A Sft V EL.= 22.3 EX. 1 AN EX. 15" SAN DES. E 8 5.89 DES. EL. 825183 I - 41 EXIST. EL. 826.14 -6fl 61 ° Af 0.0 Sft Vf 0.0 Cys 2 00 00. A HE A D YS Ac 102.5 Sft Vc 0.0 Cys Ac 41.1 Sft Vc 37.8 Cys Af 0.0 $ft Vf = 0.0 Cys N BACK Ac = 0.0 Sft Vc = 0.0 Cys 2 820 820 ° 0 oc a) o 0 00) EX. 15" SAN 15 SAN N LLJ Q Lj W W 2 35 2 5 5 2 1 - 5 xDoE� 0 LEVEL BOOK NO. FILE FEDERAL ROAD STATE ARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION NO. PRJECT N0. IN 03-02 22 23 1ST AVENUE S.W. LINE 'C'T 23 CROSS SECTIONS SCALE: VERT. 1 inch = 5 feet HORIZ. 1 inch = 5 feet 35 30 25 20 15 1 15 2 25 30 35 I I I I I I I I I I I II I I I I I I I I I I� I I ' I I I 'I I I ! I I I - } I I I ' , I I I I I I II I i I I I I X —: I E IST. �L. 825.24 DES. EL. — 825.2 I : ! : I I I I I I, I I I I I I IIII L I � I 6 - 3 0 Af = 0.0- Sft _ AHEAD I Vf 0.0 Cys Ac = _0.0 ft V c = 0 .0 Cys - Af 0.0 Sft Vf = 0.0 Cys - -_ C c = ys _ I I ' : I ' , I ' I , I I II I , ! I I I l I I , I I - 825.48 I I I EXIST. - S - L. : . � I I : , I , — DES. �E ''. — 825.27 , - - - -- -S _ - - - _ Vf Q.6 C Af Q.0 S ft 7 - - Ac _ - - - ;- - - >�0.3__ Sfir__ Vc_ 24�_ Cys I I i , , I I I I ' I I i I I i : j I I , ! I I I I I , I EXIST'. EL. 825.74 DES. IE 825.34 I I I I _ _ I 62 - - - _ _ - - ' 2 I _ I - - - - - - r - - - - 1I GRVL DR. OT. ! I I I I G I R DR. RT. I I I I I I I I I I I I I I I � cg In 81 5 EXIST. - S 825.83 DES. IE I:L. _ : 825.43 — _ 15,0 -Mr. - - � _ � - - - - -- - - -- - 1 I _ Q - 3 2 I w M GRVL DR. LT. M GfVLJ DR. LT. o II I Q /3 , CL oz Q I Q N I o ud zawN I I c� Q w z w LdCo QZ _ - w ~z— Cr 5 .. 30 25 20 ___. { - - - LEVEL BOOK NO. FILE FEDERAL ROAD STATE CARMEL FISCAL YEAR SHEET NO. TOTAL SHEETS REGION NO. PROJECT NO. IN 03-02 23 23 1ST AVENUE S.W. LINE 'C'