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HomeMy WebLinkAboutHazel Dell Parkway Improvements (131st to 146th) CITY OF CARNIEL CA PROJECT 1 NO . 09 01 uj OWNER CITY OF CARMEL rt ONE CIVIC SQUARE uj HAZEL L) ELL PAF?KWAY IMPROVEMENTS CARMEL, INDIANA 46032 (317) 571 -2400 C) TOPOGRAPHIC SURVEY BY: CROSSROAD ENGINEERS 3417 SHERMAN DRIVE .131ST STREET TO L4t) TH STREET BEECH GROVE, INDIANA 46107 (317) 780--'1555 HOLE` MOLEY SAYS DON'T DIG BLIND" „1111 d ryll „ 146th Street � � ",IT'S THE LAW" GALL 2 WORKING DAYS BEFORE YOU DIG s -T ROJECT OC r 00--382-5544 �: f ,,AID ?cLi IFREE fk`-ti PER INDIANA STATE LAW IS-69-1991. r; IT IS AGAINST THI-.LAW TO EYGAVATE INDEX WIPHOUT Illi'ING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SHEET 0. DESIGNATION DAYS BEFORE COMMENCING WORK. 0 N ry„ham J ,r'� Ilml �1°S Il.wjlF:` 1 TITLE SHEET & INDEX SHEET f 2 TYPICAL CROSS SECTIONS PLANS PREPARED BY: I : : .” °I 3 MISCELLANEOUS DETAILS Z 4 MAINTENANCE OF TRAFFIC/LOCAL DETOUR M 5-7 ROAD IMPROVEMENT PLANS A .a 8-9 ROUNDABOUT CONSTRUCTION DETAILS I ~` 10 ROUNDABOUT DRAINAGE DETAILS 13 st Ste -- !��-- rl 11 LIGHTING DETAILS _ 12-14 PAVEMENT MARKING & SIGNING DETAILS I Lu m IJ 0 0.5 1.00 4. 15-17 EROSION CONTROL PLANS 0 ,/ W z 18 EROSION CONTROL INDEX MILES 19-20 MISCELLANEOUS TABLES Transportation & I a 6th w° I 4 i GRAPHIC SCALES � I v Development Consultants { ' '4 7 �,. ,MAP, DR. v INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010, INDOT _ SUPPLEMENTAL SPECIFICATIONS. ,, s� � 108� W . - �w I IN r„mi tll VIIY{ '4e�. lid r'uoaa T q�}y C) STATE OF Z� ' ��� /,VD I All I V� _ o , ANAL Xk..�. N pr m n —' F , ,f / /gj lilll,lililllllll!I uw w 116t Street rh O LOCATION MAP 07-30-09 NOT TO SCALE CERTIFIED DATE DESIGNED: BE CHECKED: JV z BE Q PROJECT LETTING DATE : 8 - 19 - 2009 DRAWN: SF CHECKED: 0 CL ;_ 3 a) cn APPROVED BY: N BOARD OF PUBLIC WORKS AND SAFETY C) FINAL E JAMES BRAINARD, MAYOR — CHAIRMAN X=_ MARY ANN BURKE — MEMBER CONSTRUCTION U(n C W Q J z LORI WATSON — MEMBER C)C M !V TS uj�Q wZ� N o Q NO. DATE REVISIONS BY APPR. z_ L,la 0 - :'i ui Ld x U) =XD 0L1:2 O 7-9i &or re tq ro 1OXORIC 17- � J LEGEND ® 165#/SYD HMA SURFACE, TYPE A, ON 275#/SYD HMA INTERMEDIATE TYPE A, ON 5" COMPACTED AGGREGATE BASE No. 53 24'-0 2'-0 10'-0 10'-0 2'-0 24'-0 2'-0 0j, UNDERDRAIN 16'-0 8'-0 LINE "A" 8'-0 16'-0 W WIDENING KTH HMA, TYPE C CONSISTS OF: 165#/SYD HMA INTERMEDIATE TYPE C, ON 16 2% A 2% 16 275#/SYD HMA INTERMEDIATE TYPE C, ON W 2% 330#/Sy. HMA BASE TYPE C, ON W 2.0% 0'-6 (Typ) �— j° — 300#/SYD HMA INTERMEDIATE TYPE C, OG, 19.0 mm ON —� --� 440#/SYD HMA BASE TYPE C, ON �., SUBGRADE TREATMENT, TYPE IIIA 1'-0 (Typ) SG SG W1 HMA WEDGE AND LEVEL, TYPE C HAZEL DELL PARKWAY WIDENING CROSS SEC TI ON - LINE "A " VARIABLE DEPTH HMA INTERMEDIATE, TYPE C ON 1" ASPHALT MILLING SCALE: 1/4" = 1' 15 COMBINED CONC. CURB & GUTTER, TYPE II 16 COMBINED CONC. CURB & GUTTER, TYPE III r SODDING 8'-0 2'-0 36'-0 12'-0 12'-0 12'-0 TURN LANE EXIST. TRAVEL LANE EXIST. TRAVEL LANE 26 16 MATCH EXISTING _--� .-2 E-5— 0'-6 (Typ) W 2% — SG HAZEL DELL PARKWAY CROSS SECTION - LINE "A " TURN LANE SECTION SCALE: 1/4" = 1' CENTER OF CIRCLE 44'-0 2'-0 2'-0 26'-0 2'-0 2'-0 6'-0 8'-0 1'-0 26 26 4% 16 15 26 P 2� 1 MPx 0'-6 (Typ) W 2% qX. SG SG U ROUNDABOUT CIRCULATING ROADWAY SECTION HAZEL DELL PARKWAY & CHERRY CREEK BOULEVARD - LINE 'B' Q SCALE. 1/4" – 1' J Q U e � C N E N O L Ca C T 3 a — LL 0 N 0 N N M v n N E J O Z QjOp �_ YX.UNC� CTTrry�V C�v TT J Q ,;ECG CITY 1 ®E I.ARMEL� HORIZONTAL SCALE BRIDGE FILE isrF F RECOMMENDED N/A N/A w/w ' �� RF HAZEL DELL PARKWAY co >- e o 07-30-09 VERTICAL SCALE DESIGNATION o FOR APPROVAL N/A NO. DESIGN GINEER DATE IMPROVEMENTS - — ® a 10809004 LU w w o _ 10 STATE of DESIGNED: BE DRAWN: SF SURVEY BOOK SHEETS TYPICAL CROSS SECTIONS of 20 w��Z j � 1NDIANP — wwLwo ///ss/O �? \\\ CONTRACT PROJECT �v)–Ja Trans ortation& NAL �� CHECKED: JV CHECKED: JV 09-01 x=)EEm P ii ii Development Consultants N , s' UTILITY INFORMATION WATER & SANITARY SEWER City Of Carmel Water Utility 6" 6" John Duffy 24" - 760 Third Ave. S.W. --{ RIM ELEV. �"(31 6" 18" THIS POINT _' Carmel, IN 46032 A ::[6" A (317)571-2443 1" jduffy @carmel.in.gov N a ti� 3/4" MODIFIED CONCRETE CENTER R Op N GAS M ° n°° `� CURB TYPED �° CLASS A ° ' ' `CI KR1=TE Vectren Energy Delivery Don Perdue MAINLINE P.O. Box 1700 12:1 TAPER 16000 N. Allisonville Road COMBINED CURB AND GUTTER TYPE // DETAIL 1 Noblesville, IN 46061 -1700 - (317)776-5534 NO SCALE 6" s" dperdue @vectren.com A A CATV Brighthouse Network 24 RIM ELEV. TO MODIFIED CONCRETE CENTER 0 D Joe Evans 6" 18" THIS POINT CURB TYPE D o 3030 Roosevelt Ave. °1"R. Indianapolis, IN 46218 " rte. 12:1 TAPER (317)339-9075 � `�' SLOPE 1/4"/FT. joe.evans@mybrighthouse.com M «�I CLASS "a," ' N DETAIL 2 CONCRETE' 6' TELEPHONE - AT&T 6" -_ Greg Cammack COMBINED CURB AND GUTTER TYPE /// 5858 N. College Ave. NO SCALE SECTION A-A Indianapolis, IN 46220 (317)252-5134 LEGEND mc2741@jtt.com Q WIDTH GREATER THAN 3' REQUIRES 4 RPMS PER DETAIL 1 OR 3' WIDTH OR LESS REQUIRES 2 RPMS PER DETAIL ELECTRIC 2 CENTERED ON WIDTH OF MEDIAN CURB NO TES 0 RPM TYPE 2 (YELLOW) PER INDOT STANDARD DWG E 808-MKRM-11 Duke Energy Corporation CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED TYPICAL PAVEMENT SECTION Cindy Rowland SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. -+ 100 South Mill Creek Road FACES MAY BE BATTERED TO FACILITATE SLIP FORWNG. CONCRETE CURB Nobelsville, IN 46062 DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. END TREA TMENT DEL INEA TION (317)776-5341 No SCALE cindy.rowland @duke—energy.com 6" 6" 1[6" X GEOTEXTILE FOR- ,7 AGGREGATE FOR UNDERDRAIN SIZE #8 N PIPE, TYPE 4, 6"0 DOUBLE WALL 0 SMOOTH INTERIOR Q UNDE RDRA IN DE TA IL NO SCALE O a E T 3 Y d N � 0 U) N -,, N O ,7 I- LH N m� E v cv J V) ---� Q _ — — -- — �-+ HORIZONTAL SCALE BRIDGE FILE LLJ Y U°� \>.. �� EC CITY ®F' hA�MEL AS NOTED N/A mw��i O� �is7ERccp RECOMMENDED HAZEL DELL PARKWAY qP F'0 07-30-09 VERTICAL SCALE DESIGNATION FOR APPROVAL _ NO. =- DESIGN GINEER DATE IMPROVEMENTS AS NOTED i w z� 10809004 w - e SURVEY e00K zw��� ® , , srarEOF ? DESIGNED: BE DRAWN: SF MISCELLANEOUS SHEETS It o zi ���5' '�D PA� �� CONTRACT 3 PROJECT 2 w � Ld W �° Transportation& �% ONA L CHECKED: Jy CHECKED: Jy DETAILS 09-01 X o Development Consultants �,�� Oil UR Q7T DETOUR ROUTE MARKER ASSEMBLY DETAILS PHASE 1 - CLOS E A o A CLOSURE FOR AVIAN WAY CHERRY CREEK BLVD ROUNDABOUT O ROAD CLOSURE FOR INSTALLATION OF ROUNDABOUT OF 45 DAYS. LOCAL © O E 146TH ST � C e �T � © � TRAFFIC BETWEEN 131ST AND 146TH STREET ONLY DURING CLOSURE. 11-3 CET:OUAXM4-8 DETOU XM4-8 B XM4-10 (R) © Naz®i Dali Pkwy Hazel Del Pkwy _1_L Q O �� -1 M6-1S � =rw M5 (R)S 0 CD }- OR OR ry ry ® M5-1(L)S M6-1S W ----I ----j U C O R11 -2 � DETOU XM4-8 EEC M 4-6 C EEK AVIAN WAY ETOU M4-8 R11- �i�azai Dail Pkwy Kzel Deli Pkwy M6-3 ® M5-1(R)S - OR PROJECT CONSTRUCTION SIGNS, TYPE "A" -��--- (J LIMITS XW2 0-3 XW2 0-2 36" X 36" 31 X 36" AHEAD ROAD DETOUR CLOSED AHEAD C J W CONSTRUCTION SIGNS, TYPE "B" DETO� OUR TF X 4-10 L O @�T © A C 11-3 ( E 131ST S T XMt4-10 (L) XM4-10 (R) 48 X 18 48 X 18 A B ©� ~ \� 1L O B -- CONSTRUCTION SIGNS, TYPE "C" H 0 9 .1L 2 HAM DELL CLOSED H AT AVIAN WAY/ �1 l CHERRY CRS BLVD ROACH CLOSURE SIGN ASSEMBLIES ROAD CLOSED AHEAD ROAD LOCAL TRAFFIC ONLY CLOSED R11-3 R11-2 5' X 2'-6" 4' X 2'-6' LEGEND z PHASE 2 - WIDEN/NG Q CONSTRUCTION AREA J 1. PLACE ROAD CONSTRUCTION AHEAD (XW20-1) AND END CONSTRUCTION 12'-0 min. CONSTRCU11ON AREA VARIES CONSTRUCTION AREA VARIES '- •n ALTERNATE/DETOUR ROUTE N (XG20-2) AT APPROPRIATE LOCATIONS AT 131ST/HAZEL DELL AND TRAVEL LANE TRAVEL LANE 146TH/HAZEL DELL WHEN ROAD CLOSURE LOCAL DETOUR NOT IN PLACE. LINE "A' 7 H TYPICAL CONSTRUCTION SIGN STANDARD E 2. PLACE TRAFFIC CONTROL DEVICES ALONG CONSTRUCTION AREA IN STANDARD DRUM STANDARD DRUM ROAD CLOSURE SIGN ASSEMBLY ACCORDANCE WITH INDOT STANDARD DRAWINGS. ONE TRAVEL LANE SHALL BE MAINTAINED AT ALL TIMES. ==F =E= BARRICADE, TYPE III-B T 3 3. CONSTRUCT WIDENED AREAS . a AND IMPROVEMENTS TYPE 'A' CONSTRUCTION WARNING LIGHT HAZEL DELL PARKWAY WIDENING CROSS SEC — LINE nA " 0 TYPE 'B' CONSTRUCTION WARNING LIGHT N � O S N 61 E o CITY OF CARMEL Y x U�� HrJRlZO.�T�A SCALE BRIDGE !L m W��<i RECOMMENDED VERTICAL SCALE DESIGNATION �,j o FOR APPROVAL HAZEL DELL PAR DESIGN ENGINEER DATE IMPROVEMENTS � , N/A W Z ' ® SURVEY BOOK SHEETS Z��W o QZ DESIGNED: BE DRAWN: SF MAINTENANCE OF TRAFFICI 4 of 20 W LOCAL DETOUR ri CONTRACT PROJECT Ld bi_Li° Transportation& CHECKED: JV CHECKED: JV 09-01 x=)o L� Development Consultants _ O O O O p p O O ® O p O p ® p O O p p O t �j d+,, -4- + + O + PROPOSED LEGEND CC)M M FULL DEPTH PATCHING 165#/SYD HMA INTERMEDIATE TYPE C, ON 275#/SYD HMA INTERMEDIATE TYPE C, ON 330#/S'YD HMA BASE TYPE C, ON 300#/SYD HMA INTERMEDIATE TYPE C, OG, 19.0 mm ON BEGIN PROJECT STA. 429+25 A 440#//SYD HMA BASE TYPE C, ON C.P. 100 SUBGRADE TREATMENT, TYPE IIIA APP. EXIST. �W -------------------------------------------- C.P. 101 ----------------- ----------- ------------------------------- � \�------------------------------------------------ ---- --- - CONCRETE CENTER CURB, TYPE D -------------- -- ----------------------------- _________ __________-------------_--------- ------ _-_ _ ____------_____- ------------------------------------ ----- REMOVE ------------------------__-_-----__ ----- ---_----- °-----°-----°°°°° ----_---_-_---__--------�___------------_-cM==---==---------------_----------_---= --- --- z F CONCRETE CURB RAMP TYPE `C' ------ --------------------- - W + ------ ------- ----------- - - --__ -------- ----- HAZEL DELL PARKWAY 16 -------- -- ----------_ __----------------- - -_____ --------------------------____-__---_--_--__-_-_-------------- o (4 CONCRETE CURB RAMP, TYPE 'L' --- ----------------- - k J N 00'13'05" E - 16 --- - --- -�-- _ LINE `A' - -` - + g B B 165#/SYD HMA SURFACE, TYPE A, ON _-_-� + c + + W REMOVE __ ---- —_______ 0 � I ' + d 22:;#/SYD HMA INTERMEDIATE TYPE A, ON __`- -®sa'°��a----------------------- c ---__-_-x_a__ �______°-- ____________________�___ • ___________________=_=a=���=__�°====�s=e6=== _=s,�a�sass�=��=���= =s=_aa=_____________-___ E " - - -- - ------ - _-___-_- ----------------- ----------------------------------------------- ---------------- 5 COMPACTED AGGREGATE BASE No. 53 -__----�-----—-------------------- ----------------- .� ---------------------- --------------------------------------- ----------------------------------------------------------------------------iw ` E -- — E E E _ � W -�,_- 1��_-�-� _ _ --------E -- �- ------- -- -- -- -- -_ ----__----- --- -------- ------ - T-_�-------------------------------------------------------------_--_-_ G WITH HM TYPE C E E \ E II E -F� E -- - -- - - '- -- -- -- - a t ! E E E E i APP. EXIST. R/W - x WIDENIN A, CONSISTS OF: �� Ifl J NI > E_ 165#/SYD HMA INTERMEDIATE TYPE C, ON > = o 275#/SYD HMA INTERMEDIATE TYPE C, ON 330#/SYD HMA BASE TYPE C, ON 300#/SYD HMA INTERMEDIATE TYPE C, OG, 19.0 mm ON 440#/SYD HMA BASE TYPE C, ON SUBGRADE TREATMENT, TYPE IIIA �A11 HMA WEDGE AND LEVEL, TYPE C VARIABLE DEPTH HMA INTERMEDIATE, TYPE C ON I 1" ASPHALT MILLING 1 5 COMBINED CONC. CURB & GUTTER, TYPE II 16 COMBINED CONC. CURB & GUTTER, TYPE III ® SODDING XXXXX�< REMOVAL O O O C\2 ' ` —� I � IE ,cn C\2 I I ° EXISTING LEGEND III CD 11� I � I I Iw F-1109 STORM INLETS p� w - - --- __L J POWER POLE / (RISER) r I ;; , I -=T -- STORM MANHOLE F LIGHT & POWER POLE - - -------- m <<...o' ' ___---- -` LIGHT & POWER - - --__-------- C.P. 117 m �" - S =_____ __ SANITARY w ------------ \�------ - ----------------------- - - - - _ _ APP. EXIST. RAW ,��� ``' Q� `@ RY MANHOLE POLE ------------_- ------------��' - ------ __-_-_ - - - - - - I A W/RISER ---------------------------a-� --- _-------ice \��-- ------_=s-------- __---_--_ ------------ --- _ - - - - - -----__----__----_=J ___� CO ;p \\ . i ;c❑� 7I _ �axx a=saa_===aa= - _-_____ _ _ _-- _--__ C!4ANOUT �+ � _ ��� v� ,� WIRE iREMOVE -_°=°°°°° __--_-_-_---------------- --------------------------------- --------- -°=� y'c� ��'�aim=��=___-____________----------------- ---- ' — GAS LINE LIGHT POLE REMOVE W REMOVE ---_---°-°°---°°- °---_° �°----=°-__°- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + t- O M O CURVE DATA C\2 M PROPOSED LEGEND P.I. 461+58.27 'PR-A' =mot+ d'' d'4 OB FULL DEPTH PATCHING O.P.O.T. 461+57.56 `A', 41.89' Rt. 165#/SYD HMA INTERMEDIATE TYPE C, ON A= 06'00'00" D = 00'45'00" 275#/S YD HMA INTERMEDIATE TYPE C, ON R = 7639.44' 330#/SYD HMA BASE TYPE C, ON T = 400.37' L = 800.00' 300#/SYD HMA INTERMEDIATE TYPE C, OG, 19.0 mm ON E = 10.48' 440#/SYD HMA BASE TYPE C, ON w Se = NC W w SUBGRADE TREATMENT, TYPE IIIA U U w P.I. 453+58.25 `PR-A' w @ CONCRETE CENTER CURB, TYPE D P.O.T. 453+58.28 `A' APP. EXIST. R� J _ � _ _ 0 2 __-__-_______-�_ - ® - "� ° �r� - -- -- /% °o ii Fl CONCRETE CURB RAMP, TYPE `C' -_- - Z ---�-==___-_-_-_____------------------ _ C.P. 118 P.C. 457+58.20 `PR-A' N ��� Sri n _ -_---------- «�Q '� ------- ---_----__°__=_______ ----------------- -----_ - - - - - - - - - - - - - APP_ EXIST. k ��` -- - - -- - - -- ''�' `" -------- ��/ ", --------------------------_ __----------- _�� -aaaaa /7� \� assaaa- L ' -J - �- ---------- CONCRETE CURB RAM TYPE L REMOVE a W "' ¢ ---=------�____-- -- - --__- --_ -°---- --- --------------- -------- _ _ _ o a LINE `A' LY --------------- --- =: --=�F _ - - - -- s=_ s: I o o - r N 00'25'32" E W REMOVE ---� N 00"25".3'?`" M ,� a � ¢ ' ' Q ao Q II + - - _ -__ __-__..._...._._a �� r� 165#/SYD HMA SURFACE, TYPE A, oN + - - --LINE 'k' cc N 03'25'32" E 0- W �+ 16 - n- � � LINE `A' N 03'25'32" _ _ "- 225#/SYD HMA INTERMEDIATE TYPE A, ON a LINE 'PR-A'' 1 E 16 - LIN PR-A -; `- _ 5" COMPACTED AGGREGATE BASE Nc�. 53 F W 16 - 1 --- - �' =c=====_--- W - w_ - - - w� -----=-------------------------------------------- LINE 'PR-A' Q N 4 �, VV' WlDEtJIPJG WITH HMA, TYPE C CONSISTS OF: ��'------°- _ + � LEI n C14 00 x - APP. EXIST. R W- - S---- ------- ---- ---- - ----- "' _ - �� ' ----------_ ----------_ `=�aa�==__=====aa==-= �- �_= m=_�=��� � =HAZEL DEL . PARKWAY - �- I ---- I W ------ °° _ -------- ----- - U 165#/SYD HMA INTERMEDIATE TYPE C, oN _ -----------ter- -- --._-- r I :--_- + _ di w -- _ --- ----- ---------------- YD TER - - - - - -------------------- ------------------------------------_- ON ________-- 75 S HMA IN MEDIATE TYPE C, P.T. 455+58.20 `PR-A' - - --------------------------------------- - - ------------------ 330# SYD HMA BASE TYPE C, ON w - - -� - � -- - - - =- - --- - -- - - - -- -- - - -_ _- - ---- --- - - -----_-------- --- 300#/SYD HMA INTERMEDIATE TYPE C, OG, 19.0 mm ON CURVE DATA � -- 440#/SYD HMA BASE TYPE C, ON P.I. 453+58.25 PR-A = APP. EXIST. RAW - - - - - - - - - - - - - .- - -- - - - - - - - - - - -- - - - -------•- --- ----- -- - SUBGRADE TREATMENT, TYPE IIIA P.O.T. 453+58.28 'A' >- App. EXIST. R/W ,L= 03'00'00" Rt. ry D - 00'45'00" w P.I. 461+58.27 `PR-A', _ CHERRY CREEK ESTATES R = 7639.44' = SECTION 1-B O.P.O.T. 461+57.56 A , 41.89 Rt. , HMA WEDGE AND LEVEL, TYPE C T = 200.05' U P.C. 3, SLIDE 315 VARIABLE DEPTH HMA INTERMEDIATE, TYPE C ON L = 400.00' 1" ASPHALT MILLING E = 2.62' Common Area # 2 Se = NC 15 COMBINED CONC. CURB & GUTTER, TYPE II 16 COMBINED CONIC. CURB & GUTTER, TYPE III AVIAN GLEN 6 SODDING COMMON AREA, LANDSCAPE, AND COMMUNITY ASSOC. INC UTILITY EASEMENT BLOCK 'A1' -.,z . REMOVAL I I I I O _ xxxx�; ® O O I O CURVE DATA - Op I I .+ �. + I -j-. P.I. 469+58.25 'PR-A' = + I I + + -�+ -� + 00 I -etI P.O.�t56.8q 'A' - p-- I G\2 Cfl CD C� I CU p= 03'00'00" D = 00'45'00" d' I I d' d� MARK A. & JULIE C. PAYNE R _ 7639.44' AVIAN GLEN I tll INST. No.LO00320033400 it I 0 T 200.05 SECTION 1 - LI 4 � � � � � I AVIAN GLEN EXI�TIIJG LEGEND E = 2.62' STR. NO. 37 :; ,I, I SECTION 1 P.I. 473+55.86 �� STORM INLETS I Se = NC P.C. 1, SLIDE 452 p= 00'21'49" L . / _s;, POWER POLE / (RISER) I �I I I \ STR. NO. 40 NO CURVE ===-SST---_-- STORM MANHOLE LIGHT & POWER POLE y Q I ; z I I` III REM�VE STR. NO. 42 LIGHT & POWER STR. N0. 33 "- RONALD L. & TRACIE L. HOLT LOT 34 =° STR. N0. 48 s ;_______= S ' T - 1 Z I I I APB! ARY MA.IvHOLE POLE W RISER �¢ w STR. N0. 49 INST. No ?00100069496 I / STR. N0. 30 _ _ _ _ \_ _ _ _ _ _ _ _ - � - P.I. 469+58.25 PR-A ��, I_ Q L_ LOT 33 I / w P.T. 465+58.20 `PR-A' Lj P.O.T. 469+56.87 A - - - - - - - rWri '� °_ �� I APP ` STR. N0. 43 �TR. NO. 50 °? SANITARY CLEANQUT GUY WIRE U -_ � o oe 000 0 \� - e,, . � - -ARR - T R fyv- - STR. N0. 52 w 2 -- -- - -- -- - -- --\ -- -- - -- - S PROPOSED LEGEND O FULL DEPTH PATCHING 165#/SYD HMA INTERMEDIATE TYPE C, ON O O O o O O O O o O O 275#/SYD HMA INTERMEDIATE TYPE C, ON O O O O O O O O O O O + + ,+ � � � � � � � � 330#/SYD HMA BASE TYPE C, ON ao O O E 300#/SYD HMA INTERMEDIATE TYPE C, OG, 19.0 mm ON El- r O O O O co CC) O CC) 0 tt+ �}+ d4 1-7� d4 11�14 d� �+ d� d� d� 440#/SYD HMA BASE TYPE C, ON A S H TO N SUBGRADE TREATMENT, TYPE IIIA SECTION 2 @ CONCRETE CENTER CURB, TYPE `D' LOT 35 LOT 36 LOT 37 F1 CONCRETE CURB RAMP, TYPE 'C' Ili ul � n Iq di ui u Ih iii iii z ii iq a � CONCRETE CURB RAMP, TYPE w 165#/SYD HMA SURFACE, TYPE A, ON - ____------------------- ---------� °- a_i } `a APP. EXIST. R/W _ __ 225 SYD HMA INTERMEDIATE TYPE A, ON ------ ------- --------- APP. EXIST. R W _ ----__1 _ __ __ - - -- -- -- _- -_ -- -- - -- -- -- - _-------- i #/ P --__- --_ ��_� O O O O I I (D r`S + ' AVIAN GLEN + + + °' - SECTION 1 rl- cc O 0 Ld, P.C. 1, SLIDE 452 I w O O O BLOCK `A1' I �, I I II I I I L \\ III I I (/) CD n nI I 1 E p I I , , if I 1 p I I N �= Transition) to Existingi LEGEND- GEORGE L. & VALERIE N. CRAIG Roll Curb INST. No. 9709718201 `�'•. I I I � III I I LOT 28 / i i CI i i i i Q iii i i EXISTING � / '•� � I , 1`11 III III I 1 STR. N0. 37, +50 0 . • I F 11 I , 1i z �� STORM INLETS POWER POLE / (RISER) Adjust Casting to I I I� Q 111 1 1 STR. N0. 33, +29 / ' � ' ' ' �� l ; N STORM MANHOLE , _ LIGHT & POWER POLE Grade, 90 Lft. of 12 ! x ; k ; ; `,�,i > III I I X _ __ Ir•. Q 11 I � � __; .__, __ LIGHT & POWER Inlet -10 with RCP, Remove Existing / w l ;` � '� r '11 :• 11 I I ; _______-- s'==______= SANITARY MANHOLE POLE W/RISER » ii I I vcn I I I I `\ III ' — — _ — 19 Lft. of 12 RCP — Pipe 4o BL �� I I I � � I I Q SANITARY CLEANOUT GUY WIRE _ STR. NO. 32 +24 ' ��`'�� I if „ ; i G - GAS LINE LIGHT POLE I I Adjust Casting to /5�°' I I rIl r�; _ �I I ' _-F° - FIBER OPTIC LINE i �� � ' GAS VALVE Grade I -- - GAS METER °"° OVERHEAD UTILITY LINE STR. NO. 30 +42 / --- -- - I — — — P.I. 469+58.25 'PR-A' _ `� '� F1 4 W © W WATER LINE T TELEPHONE RISER Adjust Casting to P.O.T. 469+56.87 A - ^ ' ci WATER VALVE TELEPHONE MANHOLE Grade FIRE HYDRANT ATV CABLE TV LINE Drainage, Utility & Landscape Easement CABLE TV BOX WATER METER 20 x ` `� ,S_ �T' UTILITY MANHOLE - -- - - -- r - - - - - -��-- - - - - - - APP. EXIST_ R/W - - - ' - ��-= -- - ---- ', ��� __ �. _ _ _ _ �- c� o o b _- SPRINKLER _- // \\ - _ - - fasererrt _ — _ -— -- _ _ d © o o eo o • 1 - '�; � , 1RR. VALVE WOOD FENCE I ,�,� + +01 .04 '; ; } --- N G 1---+ G / G G G G G �\ G G G G G G G G G --- --------- ----- E FENCE -� - - ELECTRIC % , , `' IBROS F G -�-`� -- \\ _ -------------------------------------------------- F �� ' /\ --- _� _ AVIAN GLEN - TR EE------------"... w + +09.04 xv ' `EB' ELECTRIC BOX H -__-------------------------�T�- _ATV - _ La,, .<..! - N C EE TRUNK CTV—CTV � ��5����= _�_ �� ' MAILBOX / CTV---CTV- CTV — ��j — x X_x_���V � ?v��� aXp� y�Ay� X I, SECTION C,3 DECIDUOUS TREE — CTV PTO/ .1C_�-A—�— --R— \ \ \/ \ \< \' -- - 80 ---- _ CTV-CTV CTV--- ------ --4E- -�L.__ Y_ \ / \ \ \ / \/ \/\ \/ \ / I CTV-- i TV-CTV---CTV--- -� -_------��----------------------- � _ - - �- - � ��,�,�-�---��- , T � < ,\ \ / � _ W------------------ - ---------- P C S1, SLIDE1452---- ° —_ F°�__ � ------ Q x Tex xy/ -�Xuv v � � �v _ --_ -- - ------------------= ------------------------ - - — . - . IRRIGATION CONDUIT CONIFEROUS TREE --- - __-__-_—=- SIGN -� op I \ \/ \/\ \/ \/ _--- W W W .. W W I + tZ 1 ^ w I( •, ; II W li '\ DOSED -' w C`i I +_�n ;I \ <�x" } y T B FULL DEP I H PATCHING w -- HAZEL ELL PARKWAY' -- 2MIN. TYP -- - '-- ______ - - -- 165#ISYD HMA INTERMEDIATE TYPE C ON iI - - / /v �\ K � /\ h /\i r X % /\ „ 275#/SYD HMA INTERMEDIATE TYPE C, ON W iI x< /\' �\/� \�v by/\\ \ \< " ' ' } / 330 SYD HMA BASE TYPE C ON N 0025'32° E / W i I �� n\,",\% /\ h \, , � �'� �\ � `�i >� �vn LINE A 16 • w i I u X Y y Y \ Y \%\ �X w ;i f x } } „ , , /\\ }\/\, ��\/\% 300#/SYD HMA INTERMEDIATE TYPE C, OG, 19.0 mm ON } 440#/SYD HMA BASE TYPE C ON 1 it \x K } \/ / } \ s \ m 16w 0234'28" w w x\' \ �` '� \` ' " ' SUBGRADE TREATMENT TYPE IIIA w N \ STR. N 0. 39 +74 / LINE P <anoe R-A - \ < / CONCRETE CENTER CURB, TYPE D Q 15 v B If /\, \ \� � � \� \ �\ /\, \ \ / \/ / y v w i i \ '� /\ /\ /\ / }/\\/ Cx} \\/\Kn T%,\' ,< x r r I I y x Y ,\ ,\ >\ \/ \ v F1 CONCRETE CURB RAMP TYPE C o Q + / W / x \ "v x�xT>'n T' y\/ \ I i { \ / y\ /\/\ x ,\ /\ x� \, /� \/ xy <�x T `< w \ \ \ \/ \/ \ \/ \/ / \/ \ / ' /\ /\ \ / / / h \ �' y \ \ h \ / > /\ \ \/ Y < T ' /v v � v v xv v x X Y �' h �' / /\/ Y X X < \ c r 1 } > { >\ }\,\, x > CONCRETE CURB RAMP TYPE K _ Q \ x C x ,\ /\ x / v \ x h \ \/ C h \/ x x C n C x �\ �\/ / \ v�x� Y \< x Y' / I$ \i \ , / / �� �I, k r _ l d 15 /\/\ < /\ \,\,\ / y y \ /\ /\ \/ \/ x x / \/\/ x /\ u Y / x ? / \/ 1 /\/\/\ -1F-� -/ y��� / \/�Kx / --------- v / } < < Y ,\ I \/\ h x /� /\ /\ i /\ /\ , / l \/ x x�\/ \/ \< \< y `\ � ,< �\i ,\�\ i x \ \ \ /\ \ c� T� r \s xvx\, /' c,Y\ },/}'/,\T</\�\� ,> > ^\{ \ >\ri\� ,/ ;/ ;{ �xY �x� %��Y�K �X�x� W ';\ ; ;��;< \,,}\,h , , = may- - -�-� ___- ---- COIvCRET^ CURB RAM TYP E ---------- x / \/\/ \ n / ° 1� 7'- \�C f\ x �� �\ �\ \ /\ /\ /. / ,\ \ \ / / C C \/ xi x \/ C C x Y �\ i\ i i \, \/ /\/ / \/ / i \ \ \/ v x \ w ------------- ---- F° ,�'-�¢ �,c- -� {_ {An 7 x \, \/ ,l \/ \, \/ i\ /\ /\ /\ �\ B x ,\ /\ /\%/\ /\ v� ` ` ' 4 P, E tL' _-�F° F° F° F7 - = � \�c��x-�t=��isc.�cta \ \'c'�'� ' u - _ FO U FO FO �. r \ / / /\ x X / x �rx/< n n �\ �\/ , ,y \, x yT��K v \ F° ------- �t��sr�a' t- Tt-s- - ,�.� �r } — — ��� ~�� ---------- ---- ---------- '°TTY- Y HM FA APE N -------------- �� • x v K y�T �� \\ /\ //\ x ,\ P 165 / ) A SURFACE, A 0 F F° — — F° F"❑ 780.78 \ /\ \X� ' ' \' - _ HMA , F❑ ----F° -F��--------- FO -- -------------------------------------------------------- - --- .-� - ' \ \ ----------- ---------- E , >. >„ x /\ x \/ --- ---- 2 H A 0 r-_ —_--- — -- 11,L{ /\ T ,< Y\ /\ /\ v °� Y � A IN MEDIATE TY E -____--_-- E E E E E E E E E , ————— ________ - --- - - _ _ 5 COMPACTED AGGREGATE BASE No. 53 '1 � .�J\ {may\ ,�/�,\ %\ I \, w -_------- �— E — - 5' Non Access Easement— — — — _ — — — — — — — — — — — — — �i _ ---� - - - - - - - - - - - - - - - .� APP. EXIST. R/W _ - - - - - - -- - - - - - - - - - - - - - - - Q�\ \ - 3 - - - � _1L\ _ - �i r W� WIDENING WITH HMA, TYPE C CONSISTS OF: — — -- — E - - - - P.C. 467+58.20 `PR-A' 25' Landscape & Drainage Easement , T I 1 � E �- \\ E I' � 11 I(•. : �' R (65.68) 165#/SYD HMA INTERMEDIATE TYPE C ON CON . LIMITS �\ � _ !___-_____ {� oil I 1 � .---.,, I ,i �� `�' ' ' \ -'� 1 II I1 _� II ' 275 SYD HMA INTERMEDIATE TYPE C ON j` 11 :'I #/ 0o Oil I I n 1d, -I r•, rl _ _ 330#/SYD HMA BASE TYPE C, ON - - - -- -- - - - - - - - - - _ _ _ _ _ _ _ __ Q 34� � I I II _ 300 SYD HMA INTERMEDIATE TYPE G OG 19.0 mm ON - - - - - - - - - - - - - - - - - - -- - -- - - - - - STR. N0. 31 +25 - - - _.� �.`' ' �-�.�� - °` - ' '� - - �\ _ _ _��� #/ - - - - - - - - - - -- - - - - - - - - - - - - - - - - - \\ ' ' P �� N `� Irk I , 440#/SYD HMA BASE TYPE C, ON , _ _ Catch Basin K-10 1 � SUBGRADE TREATMENT TYPE IIIA with 54 Lft. of 12 `� ' RCP 1 r } II 16 STR. N0. 36 +50 STR. N0. A +71 11 j � +N1 HMA WEDGE AND LEVEL, TYPE C ' Remove Existin g `�. ' 1 , 4 I ' l + ' � f' VARIABLE DEPTH HMA INTERMEDIATE, TYPE C ON Remove Structure Structure and Pipe F1 1" ASPHALT MILLING and 25 Lft. of pipe 1i ��� Remove Light v� I " -- w STR. NO. 34, +42 Standard CID 15 COMBINED CONC. CURB & GUTTER, TYPE II Remove Existing I " , „ /x�' ; 00 I Pr's I 1 1 I III III III U r\cS I I�111 z Str-ucture cnd Pip e I �r i 6 COMBINED CONC. CURB & GUTTER, TYPE III CURVE DATA i t � _,,;,_ i I I 1I 1 iii iii i ii � P.I. 469+58.25 PR--A - I o ORIGINATING BENCHMARK P.O.T. 469+56.87 A +59 -- , x rl i O= 03 00 00 I , i �_ I „ I 111 I. I w n 1 CL I rI SODDING HAMILTON COUNTY GEODETIC CONTROL DISK HCBR 141. i I III ! II III `l' rl , I h I I III 111 u I D = 00'45'00" PLATINUM PROPERTIES, LLC STR. NO. 35 +77 I ell ' ,I I rl DESCRIPTION: ; A BRONZE DISK SET IN THE SOUTH END OF THE WEST - II 1 I 11 , I 1I 11 I C.0 I i ¢ iii REMOVAL II II XXXXk HANDRAIL OF THE RIVER ROAD BRIDGE OVER VESTAL R = 7639.44 CHERRY CREEK ESTATES Catch Basin K-10 + +66.39 - t= I 1 III I -_---{I I I I I I r DITCH. T = 200.05 „ , ~� '�'I u I _ 11 _ I i l N OJ ES: SECTION 1-B with 65 Lft. of 12 11 1 --- - -� ' --- - - - ( ) 1� Rdlo �gte S one 1i n " 1 i I I L = 400.00 COMMON AREA `� I_ I I n I I 1) AL. R/W DESCRIBED FROM ELEV.=754.38 NAVD 88 132 r 3 P.C. 3, SLIDE 315 RCP I i'< I n 1 to II' LI h is �C i ii iii ' i i i I 'A',` E = 2.62 N" 9 LINE UNLESS OTHERWISE NOTED. � 1 I Se = NC I �a, PlOntil�gs , , I I Q) III IQ I III III 2)DISTURBED AREAS TO BE SODDED. N I ( I 1 II III 11 I I I I I' I I II 1 11 II I I II N w I_ cn J 6 _ Q% ��I�IIE �" H_HORIZONTAL HORIZONTAL SCALE BRIDGE FILE J C CITY OF! CARMEL X, v CJ ��..o �i,� _Jm Li��? Q� �G�STFRF '%. � ��< �c�� RECOMMENDED y 1"=20' N/A o o NO, FOR APPROVAL 07-30-0 HAZEL DELL PARKWAY VERTICAL SCALE DESIGNATION _ DESI N LWGINEER DATE IMPROVEMENTS N/A C,0 Q ' . - 10809004 w wZ>_ o STATE OF _ DESIGNED: BE DRAWN: SF CONSTRUCTION DETAILS SURVEY BOOK SHEETS Li L'i o a Z .� Fs //VD ANP C��, f 8 of 20 Li �z- Transportation s�oNA� � ��° AVIAN WAY/CHERRY CREEK BLVD LINE A CONTRACT PROJECT w��wo p °"'>�',, CHECKED: Jy CHECKED: JV 0,�o Development Consultants ��Ii!uoaw "" 09-0 1 n _ C . C O O I O AVIAN GLEN (D O o Q) S , N SECTION 1 ca + + + w° P.C. 1, SLIDE 452 I° 1 � 1 E LCJ _ _ I c BLOCK `A1' / d+ I°, NX T I I I I v I I r----- • III I I v Transition to Existing •�.• � x T �\ iii i i cn, � "• i t l i 1 I Roll Curb I E / II � I I j I I p I I III I Cn r i 1i I I II ! I STR. NO. 40, +42 I w° MARK A. & JULIE C. PAYNE LEGEND- CARLO _ INST. No. 200100033400 Remove Manhole & L. BERNOCCO I o LOT 32 1 35 Lft. of Pipe. INST. No. 200400070116 ° N \ 1 + / I I I III i 1 X v _ K1 ,y ' `l' I STR. N0. 42 +57 LOT 1 � EXISTING 3 ; ��' ;��' • STR. NO. 49 +75 ___ j I i II III I i Q 1 Adjust Casting to , 1 0 M STORM INLETS III Grade Remove Inlet & 27 / _ -.__. `_. POWER POLE / (RISER) I I I 11 III I , II \ I -- -- STORM MANHOLE x `�t,l Lft. of Pie Reset -- -- II I 1 1 p I — SST --- S - LIGHT & POWER POLE -- `-" SANITARY MANHOLE • ``' Kier' ` CL: Kit ��' Inlet For Str. No. 48 � , ._ I I I I I I I :•, iii I I I 9 , I I Pyl Q I I I I ,, S ;-=t. LIGHT & POWER POLE W/RISER 1 40 BL SANITARY CLEANOUT = GUY WIRE r � li ' ,; 1 / RONALD L. & TRACIE L. HOLT LIGHT POLE ' \ STR. N0. 43 +77 INST. No 200100069496 GAS LINE r Q ,� I. I ; ` I ��� ' STR. NO. 48, +75 - i \ Manhole C-4 with -FO - FIBER OPTIC LINE Reset Inlet From LOT 33 Ixvl GAS VALVE I I I 35 Lft. of 18" RCP OHU OVERHEAD UTILITY LINE W © Str. No. 49 / _ GAS METER W WATER LINE QTR; � ,-• 1 • = ' • • - TELEPHONE RISER r TELEPHONE MANHOLE / �� • I 1 �,��\ — \ — — — — — --- ---- -- ----- — / ��c! WATER VALVE `T' STR. N0. 50, +60 FIRE HYDRANT CT CABLE TV LINE • �� �>< - � � q �� 20' Drainage, Utility & Landscape Ease ent �• - CABLE TV BOX 16 \ \ °eta, �..• \ WATER METER X X — X © — _ s__ '-'- ,- I 'Adjust Casting to SPRINKLER - UTILITY MANHOLE o © o o ©© © Grade STR. NO. 52, +50 ° WOO D FENCE IRR. — Adjust Casting to e`E _- IRON FENCE � '\ x ------------------------ �= 1 STR. NO. 51, +00 J 9 ELECTRIC LINE X BUSH AVIAN GLEN \Y --------- ----------- ----------------- ------- --- (ST! ----- Gra e �4 \ •� — — and R SECTION 1 ---- ---------- -,_ -- --------------------- - - _ , - Reset MAILBOX BOX TREE TRUNK -- -------- d ------------ Casting i P.C. 1 SLIDE 452 -------- - ------ ---»----- _ • �MB: - - \•� \ -------'---- \� Y < } T ,\ �� „ \ �_,�__ __ _ _ _ ------ --- ---- -- DECIDUOUS TREE ---------- ,\ ,\ / .� -� ---, ----_�-._--__�----------------------------, s _ _ ----- SIGN -------- --------- / \/ \ x y r\ k /< /may\ x -X/�/\r\ v��/»- \ _� - - ---- - ------------ _ -------------------- ��- -� -�- _ �\ < \r �` = _ ------ ----_ -_- -- - - - - - - - - �` -�- - � �_�`-�- --=s_-- --- - ------------- -- - - - - - - - IRRIGATION CONDUIT - X x x � � r /\ v y ^ x l\r \ r\ r -'FL<— �s ---- i---{,STi '! -- £; \r \ v v < \ \/ /\/N / r / \ \ \/ y / x l x } <-�_L- ��z -- ----------------- B x /< /\/ \/\ �\/< / /\/ y \ v k x x T \ r\ r \/ r - ��- 16 : 1 \\ /\ /\ y \/ \/�xx}'<xn /\/ / \r"( x \! \< �' x �\/< r\ r� u }\r i\ '\x>\fix\r'ri `� *\ S \r< r\\ r\\i x L< \< /\ �\r�/�r� r\ T �\ r\� \r��y\�'\n�'<xy}/\��Xk\\/; Cx�T}'<C�xT i�\ \/^\ �v�> \� �� i'x\r \rxvx Y�''>� K y C-x�_\� _-\ c'c ����rs-, r\ x / \ \ /\, / x / \/ �--� F\- ��•- PROPOSED \r / \r \r \/ K / x y V ! n / r n /\ \r r , r\ �\ \ \ / / h < x x v x x u K T x n \ \ >v C \X \Ck'\h - \/ �\ \/ v k x � /< \ n /\ /\ \ / ,\ /\r /\ \ y�/ \r x k y < I T \ \, \ \/ \/ v \�•• v x \ x Y l < k x \ \r\ l \i Y ( Y x k -� '� � = ,cam=x= --- \ /\/\ x h ? < v T I �\ x /\ / ,\/\ Ti's /\ \ /\ / y x \r r\ / \ r / \r \/ \ r ----------------- --- C /\ \ / �\� r\/ /\ /\, \/ \ /\ y �/ \/ r \ x < > �� n� < y� \\K/ C �\\< rC T T� \ r\/ \r r\r \r \/ /\ / r -- ------------------ --- --- /\ x��r u \ v , y, , ,\ x y --- B FULL DEPTH PATCHING i ,� �\i\\ \i<}/\ /\ /\ /\i \ u < nom\ r SZ ,\�/\ 7c 3-,'- �_ - - K A /\ < IN / /, \ /\ T X /\ \ \/ r\ C > \ \ / r\ \/ \ r -- <;\/ � < u k k \Y ,< x, ,\ ,� ;\ \'/ \/ \' T } < IN /\ yy \ + 165#/SYD HMA INTERMEDIATE TYPE C ON IN,\,\ Y , < < k < ' '\ A Z E L DELL PARKWAY 275#/SYD HMA INTERMEDIATE TYPE C, ON \/\h �'<x r 330#/SYD HMA BASE TYPE C, ON , Y , u '\ /\ yX `' N 00'25'32" E I! S 300#/SYD HMA INTERMEDIATE TYPE C OG 19.0 mm ON /< � }\/ r�Y}\/\ Tu>\,r\XTyr \\/K ^,/\r \< ,\r'`?r hex �!! W N 00'03'43" •-- v \ r\ / x \ /\ /\, 'A' r J \/ / \i \� x r� \r\ < i i r< i r' y\ /\ r }\ /\ r\ n \r r a/\ _ 440#/Sl`D HMA BASE TYPE C, ON /\ r\/ r x, < v W LINE • SUBGRADE TREATMENT, TYPE IIIA x}'i\ <y/ i T' }\\x'T }\i , }\i ,'�y^�x\/ /<xi yTy}\/\\/<? ! _- v \ y k x r< y\v\ /\ ,\\v\ /\\/ \, y/\ >\ \� \�X ' @ CONCRETE CENTER CURB TYPE D /\/\ / , \�\ /x / �/\\i r \i / \ x /\ n \ \ /\ �\ r\ / \ /� \/< C r\ N \'y \< x u h \/ u t i\ �r r\ �\ r x\ \ /\ �\/ \ , r r\ x }\ h r\ \/ \/ \� y' \' \/\ x ,< r\ x ,�}/\r�K>\< r�,\< x� v\ T �� c > ! _ --="- � ' --------_------------- ------------------------- F1 CONCRETE CURB RAMP, TYPE `C' T' }\ �! }�i� �uA i�,�u}\ x\/ i\i�x�y \\\r �/ �xy\ �r }i�< }i�� \/ W + ----------- ----w-- ----- ---------�� =----{ --- ----- -- F_ 'u "\ > y\;% >\/< x,�\ h > 16 _ _ _- ----- ="=-=-------------- i"$T; ____----------------------- CONCRETE CURB RAMP, TYPE `K' / \/' - -- _ ------ /i ;ice__•} l_-- - \ \x/\� I v \KxV �x/\ , \ ,\ ------------ \ _ -"__ ------------------- - - - - - - -------- ---- , . / k r/\ ;� v _------ 776 73 �\ � `�:• ;., \ T , \ ---- ___ -- ------__=__--_____ \/ >' CONCRETE CURB RA TYPE `L' / vim\ ' $T y------- i / P' }\/ 165#/SYD HMA SURFACE, TYPE A, ON ``� --- - - +25 ti — _ `,• `< 225#/SYD HMA INTERMEDIATE TYPE A, ON CONSTR. LIMITS 5 COMPACTED AGGREGATE BASE No. 53 E �!j W WIDENING WITH HMA TYPE C CONSISTS OF: E '\\\ E 1 E ' ' -\x l� E E �l __1 ; — r 1^ = .— t ` Non Access Easement - —� - APP. EXIST. R/W 165#/SYD HMA INTERMEDIATE TYPE C, ON E '-Ii I n II _• II I� r - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - \ ,+I - .` t I mot-/ ;; t.>__:'• • �°/ STR. NO. 46, +75 P.I. 473+55.86 `A' 1 It 1 u: ,1 r �i If X 1 , v,\ / 25 La dscape & Drainage Easement 275#f SYD HMA INTERMEDIATE TYPE C, ON Catch Basin K-10 �= 0'21 49 Lt. NO CURVE 330#/SYD HMA BASE TYPE C, ON with— — — — — — — _ _ RCP 8 Lft. of 12 300#/SYD HMA INTERMEDIATE TYPE C, OG, 19.0 mm ON - - - - - - --- - - - - - - - - - - - - - - - - -_ 440#/SYD HMA BASE TYPE C, ON 1 STR. NO. 44, +70 STR. N0. 45 +75 ' SUBGRADE TREATMENT, TYPE IIIA <�` ' ` ---- Inlet J-10 with Adjust Casting to > 18 Lft. of 12" RCP Grade ORIGINATING BENCHMARK I ' W1' HMA WEDGE AND LEVEL, TYPE C m i I I I 16 I r t ; HAMILTON COUNTY GEODETIC CONTROL DISK HCBR 141. < STA. EQUATION: STR. N0. 47, +75 VARIABLE DEPTH HMA INTERMEDIATE, TYPE C ON DESCRIPTION: P.T. 471+58.20 `PR-A' (BACK)= Remove Existing Inlet & A BRONZE DISK SET IN THE SOUTH END OF THE WEST ASPHALT MILLING P.O.T. 471+56.92 `A' (AHEAD)) 6 w 16 Lft. of Pipe, Place 8 HANDRAIL OF THE RIVER ROAD BRIDGE OVER VESTAL t rl� I �i DITCH. °° STR. N0. 41 +70 Lft. of 12 RCP �i ii <x1 ELEV.=754.38 (NAVD 88) 15 COMBINED CONC. CURB & GUTTER, TYPE II +69 Remove Inlet & 4 i I 11 1 III III r x1 I 1 1 z/o ,. WttXl11l 1 1 I I l I I 1 I' ;II1l;II1� I I I I ��/ I i"II iIIi'I I i"IIII 'I I I 1 120 Lft. of 12 Pipe PLATINUM PROPERTIES, LLC \ 6 COMBINED CONC. CURB & GUTTER, TYPE III Q 1 07a- X 11 X I 11 • & Cap Existing Pipe Common Area # 1 �k L -- U � I II , co I III I /p>� `,'`..'.` iQ;'' t t tI 11I"I1 i I I I 1'1 I I !I 1 I 1 1!IIIII,I 1 I 1 1 1 I'I III'!I'I I I 1"I I I1 !!I' - ____ I✓\I^(I l I�J 1 I 1 I I I I Q w I I I I j 1t l 1 l +f� Remove Light Cherr y Creek Estates O SCOTT & SODDING,I II I I cr Section 1—A LUCIENA M. McKINNEY P.C. 3, Sld. 238 B. 335, P. 196 (+51 .40) QUIT CLAIMS TO REMOVAL ------ NI 1 I (1 Standard --- ---- o- `� 11 1 11 I III III I 1 _= ' M. SCOTT & `�u I I 11 111 III 1 I ���� 134 RUTH A. McKINNEY NOTES: I 1 III I III 11 1 1 1 3 I 1 III III 111 Transition to Existing in INST. No. 200100082791 1) ALL R/W DESCRIBED FROM i� I I III a_ 11I III 1 I Roll Curb 0 LINE `A', UNLESS OTHERWISE NOTED. i I I I 1 III I I I I � i p I 1 III III I1 I I I I- 0 iII I I I I I III III I I I � I 1 III I I � \ i 1 1 III III III ' I j 2)DISTURBED AREAS TO BE SODDED. N H � � U,J Q, ,o CITY OF CAR �y J. FC %f — HORIZONTAL SCALE BRIDGE FILE X > 3 _J X U�� \\\o�"\ ��sTe �F RECOMMENDED J Q Q o mI D�Q o FOR APPROVAL 07-30-09 HAZEL DELL PARKWAY �N ..w�, P RF �p 1 =20' N A m I VERTICAL SCALE DESIGNATION 1 �ND w _ DESI N GINEER DATE IMPROVEMENTS N/A —� ' . 0 10809004 Z~r w F NAT OF �? DESIGNED: BE DRAWN: SF CONSTRUCTION DETAILS SURVEY BOOK 9 SHoEETS 20 ��0< �CnQ / \N�ONAL AVIAN WAY CHERRY CREEK BLVD LINE Li z- . s ww wo ���.J� Transportation& �' CHECKED: JV CHECKED: JV CONTRACT PROJECT X�o�� Development Consultants i�i�i,um�o�,n���e �� � — -- 09-01 o ° co � � r.. POINT # DESC. STATION OFFSET POINT # DESC. STATION OFFSET POINT # DESC. STATION OFFSET POINT # DESC. STATION OFFSET 1 P.I. 468+44.27 40.87 LT. 69 P.T. 469+71.76 12.54 LT. 14 P.T. 471+07.05 61.71 LT. 29 P.T. 471+77.91 8.69 RT. 2 P.C. 469+25.36 31.72 LT. 70 P.C. 469+12.43 7.09 LT. 15 P.C. 471+11.31 65.73 LT. 77 P.O.C. 471+31.19 21.51 LT. 3 P.T. 469+68.15 36.71 LT. 71 P.T. 467+70.68 1.24 LT. 16 P.I. 471+11.09 104.49 LT. 78 P.O.C. 471+03.03 31.86 LT. 4 P.O.T. 470+25.24 44.82 LT. #9 17 P.I. 471+25.32 158.51 LT. 84 P.O.C. 470+77.17 24.52 LT. 5 P.C. 470+47.83 48.67 LT. 776.82 776 6-\ 18 P.I. 471+25.31 104.60 LT. 85 P.O.C. 472+75.29 12.33 LT. 6 P.O.C. 470+58.77 53.02 LT. /-` 19 P.O.C. 471+28.34 71.86 LT. 86 P.O.T. 475+01.5 22.65 LT. 7 P.O.C. 470+78.91 74.22 LT. r I.l 20 P.T. 471+51.16 46.00 LT. z I!I 8 P.T. 470+83.16 104.28 LT. Q Ill ;;; 21 P.O.T. 471+97.64 21.73 LT. it III II 9 P.I. 470+79.34 158.01 LT. 22 P.O.C. 472+26.76 7.59 LT. CD Ill I #16 10 P.I. 470+99.48 104.41 LT. o 23 P.O.C. 472+64.41 9.95 LT. 777.19 11 P.C. 470+92.98 67.42 LT. #10 24 P.T. 473+42.52 19.58 LT. #$ 777.18 iii li iii #18 25 C.L. 473+43.12 4.41 RT. 12 P.T. 470+96.86 61.69 LT. 777.04 -�,, ;;; 777.04 13 P.O.C. 471+01.95 61.87 LT. 26 G.L. 472+70.00 13.39 RT. I II III II I I I I III 11 I 67 P 27 P.C. 472+18.82 19.26 RT. P.T. 470+32.15 15.57 LT. 68 P.C. 470+27.87 21.09 LT. 28 P.C. 471+83.75 4.86 RT. Lq 777.50 �� ��° ° #19 777.23 11 0 777.81 #15 \ 777.70 it #14 \ ' / \\ ------------------°°°°°°°°°° #5 #6 #12 777.70 ------ rn #4 - #1 779.18 778.45 j 777.90 N #13 cr -,- ------ 7.8.76 ____________- - 781.69 1.Oq #2 1.76% 780.18 #6g a ��s 777.$0 Xpp #20Qs�g _____________________________________ 780.87 779.66 84 _#78 �' 777.50 #21 0 0°- -------------------------- #70o #69 #67 79.09 778.55 777.24 of 776 89 0.50% #86 #71 781.40 °- 780.49 779.66 1+00 "C" 85 0.50% #24 775.71 782.65 470+59.41 PR-A" `-- j-- #77 #28 ° #22 776.50 " LINE "A" 1�� 778.15 777.74 ,'�� 777.08 776.84 LINE A' - # LINE "PR-A" #fi4 $ 780.00 +03.29 "PR-A" #76 777.74 �� o° 27 #26 c'' #25 A \KW AY 781.70 a 1.0% 13.93 RT. 778.37 ni� # 777.37 776.98 � #63 HAZEL DELL P #59 #72 �� 777.64 35 #34 n 782.58 781.02 50% -------------------- ----- ----- #62 21,3q #65 780.45 R�46, #30 #33 0 776.77 776.42 -------------- ----------- -----------=---=--====--===-=--===--------------------------------------------------------------- ________ _ _==___=-_______ ____=________________ 782.96 P #60 0 �� 780.00 ° 0 u #61 782.10 ° #58 777.80 777.65 --- -__---- #80 782.48 779.55 LINE "C" 0 #31 #32 0 #36 \ y 00 782.40 #81 #73 #74 777.88 0 777.88 �� 777,14 �\ i 779.23 779.23 778.92 #75 \� #37 778.59 #38 777.34 \\ #4$ I N X \s 777.45 g #57 778.31 I° #39 1 10A ° 777.55 50�° 778.61 #49 #47 #46 778.401 778.22 _ �-� 778.22 a 77�40 POINT # DESC. STATION OFFSET POINT ESC. f STATION I OFFSET j POINT # DESC. STATION OFFSET POINT # DESC. STATION OFFSET �`� �o �� �� 30 P.O.C. 471+77.74 21.60 RT. 45 P.T. 471+17.42 118.87 RT. 49 P.T. 471+00.09 90.10 RT. 64 P.C. 469+53.01 1.51 LT. # `� i �'4�° #40 31 P.C. 471+75.39 34.28 RT. 46 P.C. 471+22.61 93.90 RT. 82 778.30 / 7.90 s�--#56 32 P.T. 471+80.37 39.18 RT. 47 I P.C. 471+18.08 88,43 RT. 50 P.C. 470+96.37 95.80 RT. 65 P.C. 470+20.00 14.03 RT. `' 778.10 R_66. 33 P.O.T. 472+19.59 27.72 RT. 48 P.O.C. 471+09,147 51 P.T. 471+03.00 125.16 RT. 66 P.T. 470+26.18 10.85 RT. C1 _ 89.81=RT, 34 P.I. 473+43.73 28.40 RT. 74 P.O.C. 471+06.36 59.93 RT. 52 P.O.T. 471+03.08 133.10 RT. 72 P.O.C. 470+56.15 12.15 RT. �� I 45 53 P.I. 471+03.37 186.42 RT. 73 P.O.C. 470+77.15 52.77 RT. `-� "1778#45 ; ;;, 778.4 #41 35 P.O.C. 472+75.61 36.73 RT. 75 P.O.C.` 471+27.67 F118.65 2.38 RT. . 54 P.I. 470+84.59 186.56 RT. 80 P.C. 467+13.50 48.67 RT. #55 1; #52 it ;;!L#44 778.18 36 P.O.T. 472+27.74 51.66 RT. 76 P.O.G., 471+47.89 RT. 55 P.T. 470+84.05 133.32 RT. 81 P.O.T. 470+23.54 52.67 RT ?18.28 !!778.57 ;i I 778'56 37 P.O.T. 471+89.09 64.81 RT. ! I 56 P.O.C. 470+77.92 103.76 RT. 82 P.O.C. 470+69.27 88.77 RT. {; n o - - tw > �� 38 P.O.T. 471+69.36 71.52 RT. ; n Elf it ° 57 P.C. 470+57.42 76.15 RT. II, w III v °� °4 39 P.O.C. 471+51.49 81.08 RT. ; 58 P.T. 470+03.88 39.38 RT. " v 40 P.O.C. 471+37.35 100.12 RT. ' III III II I III ❑'C 3 III III #43 59 P.C. 469+37.99 24.53 RT. 1 779.10 ;I; .I 779.06 41 P.T. 471+33.43 118.66 RT. 60 P.T. 468+15.63 39.65 RT. 42 P.I. 471+41.32 186.17 RT. . II I 61 P.C. 467+74.52 44.15 RT. ll. 1. III #42 11I NOTE: 43 P.I. 471+17.80 186.35 RT. II l 54 ;I; Il l „I # III 778.72 ALL STATIONS AND OFFSETS DESCRIBED FROM 62 P.C. 467+72.25 20.25 RT. I 778.73111111 ;I LINE 'A', UNLESS OTHERWISE NOTED. 44 P.O.T. 1 471+17.50 1132.94 i 63 P.T. 468+12.68 15.83 RT. I � 1 l - 7 "_ � - i - - --fi------- - ---- --- �[CL�3a._ - - - __ -30 - �-- - ---r-- - - a¢`GL,�3Q-- -t---- ------- - ----- -- - - ----- I O N o N -- - f �--- -- --- -- --- --- -- - --- --- - -- -- U) z ----- --- - --- - -- - --- - _._I --- --r - * -- -- ----- F- .� -. ---- - - -- - --- F� PiD - --- ---, - - - -- � W --�------ - --- -- i f- W ° --- _- -- - _ L� E "_c" ° 780 ----- o } - --- -- - r° ILR. DE..- --t - - - - --- 780 3 2 ---� - -�----------- ---- _ _ � _ _ 5% - �-- -- - -- • -----------�'+-------- ------- 775 ---� --- -- ------- -- �- - I -----� -- -�, ------------ 775 3 7D Lu 1+00 "C" 2+00 "C" 3+00 "C" �_� cn ou N z� �Q �Q N CJ a o ,Irlrn CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE Ix �Q P�� �srFRC�`c�P RECOMMENDED HAZEL DELL PARKWAY 1 -�° N/A X. c� J Q o Q Q F� FOR APPROVAL 07-30-09 VERTICAL SCALE DESIGNATION m1� o m NO• DESI N GINEER DATE IMPROVEMENTS �� ..Q� ® 10809004 w SURVEY BOOK SHEETS w z STATEOF DESIGNED: BE DRAWN: SF ROUNDABOUT DRAINAGE DETAILS 10 of 20 0W • e A"P AVAIN WAY CHERRY CREEK BLVD LINE "A' {� w w�z~ Trans�ortatiu❑c4 ss�ONAL �?�pO�\\\ / CONTRACT PROJECT �z CHECKED: JV CHECKED: JV w w w w o Develupmerrt Consultants EL cn�-jam x=)o E:2 _ ------ i 0 0 + � M II I II I lip ul ul III II I II I ul nl I iii III II , i 11 n l n l � !I III II I III II I I I III I I I II III III III III I II III II I I I II ! III �I I II I III III II I II III II I II III II I Z ! II III II I I II II ! II ! I III III III Q ill III III STA. 470+76 II I II I 90.0' LT. II / \ —x— — x x x x x x x x x x x ' x I x x x x -------------------- ------------- ----- --- II \ -- W i i STA. 472+27 `A' W 16.0' LT. W W W / LINE LINE 'A' / A LINE `PR-A' / W / N, AZEL DELL P w 2' --- (TYP.) W / i STA. 469+72, `A' W / 34.0' RT. NOTE: CONDUIT TO HE INSTALLED I E _ WITH UNDERGROUND E I++— E E — . E — E E / BORING AT ROADWAY / CROSSINGS- ---------- POLE R � \�I I - -- }i -- MOUNTING BOLTS AND LAYOUT 1j / I I \ //. \ +' ►I r LEGEND CONC. BASE WITH 1" CHAMFER: PER MANUFACTURERS TEMPLATE ` i i / PROVIDE VERY HIGH QUALITY TOP OF FOUNDATION ELEVATION \ 'O CABLE DUCT MARKER SMOOTH FINISH SHALL BE WITHIN 1 ABOVE TOP I �� \ / (Exact Location & Arrow Direction to be OF CURB ELEVATION OR AS FINISH GRADE TO COVER ENTIRE FOUNDATION--,,,,,, DIRECTED BY ENGINEER. STA. 471 +42 A Determined After Cable Duct Location) � \`� `� 123.0 RT. ------ 4-1/c No. 4 COPPER IN 2" GALVANIZED STEEL CONDUIT i #6 AWG GROUND WIRE �� III _ — ------ 4-1/c No. 4 COPPER IN PLASTIC DUCT 2-4" PVC CONDUIT o W --- r I m I� — — — 3/4 PVC CONDUIT (D II III II Z GROUND ROD `'- iii ; ;; ;; ; STREET LIGHT ASSEMBLY Q cfl I III I—j--I III l i l o PROVIDE #6 VERT. BARS, TYPE II SERVICE POINT (120/240 VOLTS) PROVIDE 3 TIES AT 3" O.C. AT TOP, CONDUIT AS NECESSARY FOR LIGHTING CIRCUIT PLUS # ONE J" CONDUIT AT FOUNDATION CLOSEST TO SERVICE REMAINDER #3 TIES AT 12" O.C. _ iii iii iii ® HANDHOLE PEDESTAL FOR FUTURE IRRIGATION WEATHER STATION ii AND CONNECTED TO SERVICE PEDESTAL WITH PULL STRING - > 30" DIA. FOR R DIRECTION AND WHERE APPLICABLE. MINIMUM CONTROLLER CABINET AND FOUNDATION, PI, MODIFIED POLE TYPE �A' AT OWNE S OF THREE ELBOWS IN FOUNDATION REQUIRED. iii W iii II i II I III , II II I 3 POLE BASE DETAIL L, NO SCALE iii iii II i II I N pp � N S QJU J CITY OF CARMEL I HORIZONTAL SCALE BRIDGE FILE 0 �`l J. EC 1"=20' NSA IX Z� PO����STFRFA RECOMMENDED HAZEL DELL PARKWAY VERTICAL SCALE DESIGNATION Y --_ o < 07-30-09 m w�= FOR APPROVAL — Jz U --� ..�o NO. DESI N GINEER DATE IMPROVEMENTS L_ N jA J 10809004 Lij T SURVEY BOOK SHEETS _ LIGHTING & CONDUIT PLAN - 11 of 20 w Z e � 'VD �?\' DESIGNED: BE DRAWN: t I CONTRACT PROJECT Ww�Q� ss/ CHECKED: JV CHECKED: JV AVIAN WAY/CHERRY CREEK BLVD—LINE A I 09_01 ONAL 0 z Transportation& I W LJ z/ Development Consultants ww wo CY 0 or-J X X��L�� \ Q Q Q © Q Q Q Q Q G\2 LCD CC OO O SIGN LEGEND 0 NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS REMOVE EXIST. SHEET SIGN & SUPPORTS CQ RELOCATE EXIST. SIGN ON NEW POST(S) NEW SIGN AND POST(S) i DECORATIVE STREET NAME SIGN PAVEMENT MARKING LEGEND ® @ LINE, PAINT, SOLID WHITE, 4 INCHES LINE, PAINT,al 11 I WHITE, 4 INCHES Q 21 LINE, PAINT, DOTTED WHITE, 4 INCHES, 3' LINE, 3' GAP ------------------------------------------------------- LL-------------------------------------------- �� ---- ---------------------------- A A w -�� ��------------------ --------------------- --------------------------- --------------------------- ---------------------------------------------------------- - ------------ w TRANSVERSE MARKING, PAINT, CROSSHATCH, YELLOW, 12 INCHES ----------------------- ------------------------------------------------------------------- �t;�=-------------------- o� �� --------- _ _ _ _ __ ___ - _-- _ I I WHITE CROSSWALK 24 INCHES - -- - - ------- -- ---- ------- ------ -- -- --- - ------- ------ 4 LINE, PANT, SOLID > __________________________________--------------------------- - -----___-_-_-------_-_-_---------------------------------------------------°----°---�____-______ ___ -_-------------_--------=_-------- __---------------------------------6-=-=------------------_-_--_---_----------____ _°---_------------------__------------------------- ----- -------------------------------------------------------------------------------------------------------------------------------------------------- ------------ --------------------------------------------------------- ----------------- ------ ------ --- = °---- ----- ----- 2 HAZEL DELL_ PARKWAY 21 0 LINE, PAINT, SOLID WHITE, CROSSWALK, 6 INCHES _—_—_—�---a--_—�--�------------------------------------------------------------------------------------------------------------------------------B------- --B + +I +I +I I - LINE PAINT SOLID YELLOW, 4 INCHES ---- B + TRANSVERSE MARKING, PAINT, STOP BAR 24 INCHES p nl ' LINE A' �' 31 TRANSVERSE MARKING, PAINT, WHITE YIELD LINE, 27 INCHES ----- — 21 B �I L _ 21 6 _ — — — — — — — 21 — I TRANSVERSE MARKING, PAINT, 'WORD (ONLY) 04 �I + N + 0 + + + B TRANSVERSE MARKING, PAINT, LANE INDICATION ARROW + ----------------- ----------------------------------------------- ----------------------------------- ____�_--- +I _ -------------- ---------------------------------------- -_______--__°__°_______°_--°-___-_°__°___ate--------------------- -------------------------------------------- ----- I ------------s====-__________________________________---------------------°--------------------------------- I WHITE, INCH LINE, 2 GAP N ------ ----" - w LINE, PAINT, DOTTED TE, 8 ES, 2 E, ---------------------------------- --------------- -------------- -------- -- ------------ --------------------------- -- ---------------------- -------------------------------------------------------------- ------------- ______________sa___________-___—___--- --�_-__-_ --------- ------------------- -------- ---------- --- --------------------------------------- ----- - -------------------------------------------------------------------- ---------------------- <\ ]; E- N LLI I I � III J I I Q ® Q Q Q Q Q V' V' V' V' J Q I � I � � I � I � I O O w W I lu U E., 1\ 0 // Q I II 11 �\ 4i J // `\�`� �\ PQ m I I 11 O / o.�i a------------------------------------------------------------- w ------------------------------ -- -------------------------------- --------------------- --------------------------------------------------- --- -- ---------------------------------------- ------- /y i/.,� i w------------------------- ------------- --- ---------------- -------------------- - -------------- ---- _-__________�=_sue °___° -------- ----------------------- -------------------------- ---------- - ----------_----- ------------------- - ---- ----------------- ----- _ CDp j __________________ _ ---- —-------------------- __ — -------- ----- ----- - +� N 21 - - HAZEL DELL -PARKWAY 21 - - Z - Ti + o o -� -----------------=- -a= ====x$==============_=============================___=______=_=====-- ------------------- In �r 21 -LINE 'A' 21 "' Lo p L+ + r- - �_D� - &_ - - ----------------- __--------- - --- - - --------- -- — -- ---------------------------------- v --------------------------------- ------------------ ---------------- ---------------- ,--- -------- ---------------------------------------------- ------------------- A ---------------------------------- ----- � i /�`\ ------------------ -------- � > x vi� X I 1 fl ,�I a II i B n 1 i is II II I flI l II 11 fl� � z Q Q U i F__ O La c U) Q :2 o 1 Q E d — I T 3 c d (D _ a w J o cn I N \ � O _ I = !Y M w In J O p q \ m �aU�� -- Y'lll'IE %; CITY OF Cl-iRMEL HORIZONTAL SCALE BRIDGE FILE I x�Y� ��' �srER��F RECOMMENDED 1 '=�0' NSA Y U m w,> �P, Q�NO FOR APPROVAL 07-30-09 HAZEL DELL PARKA — VERTICAL SCALE DESIGNATION ID dr) - DESI N GINEER DATE IMPROVEMENTS N/A 10809004 W = gg__ =0 srArEOF _ DESIGNED: BE DRAWN: SF PAVEMENT �!'IAI�KINC�S L7IL SURVEY BOOK SHEETS z r w !ND 10k, 12 of 20 �U)ac� w SSA ��C� w wz— p ONAL �,o��` CHECKED: JV CHECKED: JV SIGNING DETAILS CONTRACT PROJECT w L Trans nrtatiarl ��, w w w o mi inai w�—J� Uevelupl�ent t'osfl�.altar�ts — x=)0 E:2 0 o O O O O o o O o 0 0 0 o O O o 0 0 o O o + + + + + + + + + + + lltp to co r- ao oa o •-+ c\2 M "Ill SIGN LEGEND o co co co co co �AA) NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS REMOVE EXIST. SHEET SIGN & SUPPORTS G� RELOCATE EXIST. SIGN ON NEW POST(S) Q NEW SIGN AND POST(S) DECORATIVE STREET NAME SIGN PAVEMENT MARKING LEGEND I J w a 0 LINE, PAINT, SOLID WHITE, 4 INCHES �w ¢ a 21 LINE, PAINT, BROKEN WHITE, 4 INCHES z z LINE, PAINT, DOTTED WHITE, 4 INCHES, 3' LINE, 3' GAP Lu W g J -i TRANSVERSE MARKING, , -___- °o pJr o 1 PAINT CROSSHATCH YELLOW 12 INCHES 04 LINE, PAINT, SOLID WHITE, CROSSWALK, 24 INCHES Z --------- 00 — a =--_' —_----------------_----_-- __ --- - SOLID = �1` CROSSWALK, 6 INCHES--- ---- -------==-a-_=-________ _ ___ -___-____--_----_- ___a---------- _ ------ LINE, PAINT, SOLID YELLOW, 4 INCHES _2 0 _ TRANSVERSE MARKING, PAINT, S TOP BAR 24 INCHES g — _ N 00'25'32" E . � — — LINE`A' - — g — — — _ — TRANSVERSE MARKING, PAINT, WHITE YIELD LINE, 27 INCHES °� �I ( —°I TRANSVERSE MARKING, PAINT, WORD (ONLY) N 03"25'32" E , — LINE `PR-A ----------- _ g -------- � TRANSVERSE MARKING, PAINT, LANE INDICATION ARROW g ---- -- --- � ------------------- — -___ ^ � ___ ---------------- LINE, PAINT, DOTTED WHITE, 8 INCHES, 2 LINE, 2 GAP -------------- ----------------------- ----- — + ^ o I o ------ I ° `° N --- r o oL = HAZEL DELL PARKWAY E q r ~ A q A C ! ry Ilk w U O O O ® O O 00 00 O + + + + + D + + + + C\2 crD co co co co r- AVIAN GLE W2-6 41 SECTION 1 Z II till ° YI P.C. 1, SLIDE 52 AVIAN GLEN W13--1 II I s Q SECTION 1 N P.C. 1, SLIDE 452 II I 11 w I a1 .I U II II It < 4 ii iii 4 si II III NI w r� g A r� I D 31 — E' w _ R1-2 E R1-2 W2-6 r� w � `', �' A W11-2A x v1 --- -- _ W16-8 WAY _ �_ __--_----� - ` - 0 ��� D R3-8 (MOD) • WI6-8 W -- 4 W13-1 U] �9 O o ---------- MI p _ o _ I 0 + _ 21 E D D q p 21 — g 00 +) R6-1 R D ± 31 _ _ 21 ------------------HAZEL DELL PARK WAY------------- — N 00 25 32 E + D 6 N 00'25'32" E p 'u�; =`�o — 00'03'43° E LINE 'A' a N 02'34'28" W A R6-1R p 31 00 31 p 0 LINE 'A' ® — LINE 'PR-A' ` 4 D --------------- ----------- ----------------s�______ _____z__=_.�_u______su_ -_ z 00 21 31 , p 21 ------- ---- x — D - 6 U ------------assn:=�:_=5sm===z== ==_»_____� R -1R i A ----------___ � ' " � , A R3-8 (MOD) +� Q , e P 0 4 � H PQ z z VV a W2-6 CL o R1-2 31 M-18 W Y W11-2A 4 R1-2 \ W13-1 Common Area # 2 Uj W N Q E I /MI r 111 ¢ w2-6 \ III l � JN III Y I(1/ 4 11 CHERRY CREEK ESTATES �I SECTION 1-8 wlli YI - \ I, i P.C. 3, SLIDE 315 � �; � W13-1 \ W IP Ca 11 I J c� co I _ � N � I = M � O N LO (n J O Q J U - _ .J�IIIIUI Ilpllllll/i/, w x> ° — �Y �. E��`/%% CITY OF I�ARMEL HORIZONTAL SCALE _ BRIDGE FILE x �.Y J �Q�� Q� ���srER� F,p RECOMMENDED 1'°=50' N A M L �� Q` N0. �� FOR APPROVAL 07-30-09 HAZEL DELL PARKWAY VERTICAL SCALE DESIGNATION I(n > DESI N bkINEER DATE IMPROVEMENTS I N/A 10809004 w = W Z ® 0 w SURVEY BOOK SHEETS STATE OF DESIGNED: BE DRAWN: SF PAVEMENT MARKINGS & w~~, Fs AND I ANP C7\ 13 of 20 o Z Transportation& O" O�V A L ��rr CHECKED: JV CHECKED: JV SIGNING DETAIL CONTRACT PROJECT �CO LL-j° Development Consultants �� ��'/ 09-01 x=)o=:E O O O O p p C ® O O + + + SIGN LEGEND 2 m o .± .d., + C pa 1A NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS @ REMOVE EXIST. SHEET SIGN & SUPPORTS O RELOCATE EXIST. SIGN ON NEW POST(S) NEW SIGN AND POST(S) O DECORATIVE STREET NAME SIGN PAVEMENT MARKING LEGEND I;I III� II I;I LINE, PAINT, SOLID WHITE, 4 INCHES I;I III II III w III III F ;I; z ;; ;I; 21 LINE, PAINT, BROKEN WHITE, 4 INCHES III II LINE, PANT, DOTTED WHITE, 4 INCHES, 3' LINE, 3' GAP TRANSVERSE MARKING, PAINT, CROSSHATCH, YELLOW, 12 INCHES PIP Vi iii\U % ij; 4 LINE, PAINT, SOLID WHITE CROSSWALK 24 INCHES PQ 1l �\ i* ---------------------------------------------------------- -------------------------==s====�___________------------------ __ \�� SOLID 6 INCHES i 1 ----------------------------- LINE, PAIN S YELLOW 4 INCH WHITE CROSSWALK ----------------------------------------------------- ------------------------------------------- ---------------------------------------------------------------- a 21 aq @) TRANSVERSE MARKING, PAINT, STOP BAR 24 INCHES ?y HAZEL DELL PARKWAY N 00'03'43" E 6 ® C31 TRANSVERSE MARKING, PAINT, MITE YIELD LINE, 27 INCHES LIINE Lo) o �?I - � TRANSVERSE MARKING, PAINT, WORD (ONLY) + TRANSVERSE MARKING, PAINT, LANE INDICATION ARROW _---------------------------------------------------------------------------------------------------------—------------------------------------------------------------------- —� �' r� LINE, PAINT, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP w I9 ;IQII VI � m CD _z J e ® O O O O ® O ® O i! 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EOM'%,. — Q�� O c� RECOMMENDED 1"=50' NSA �vwiw� �� ��GISTER�� ,p� = �, NG - FOR APPROVAL 07-30-09 HAZEL DELL PARKWAY VERTICAL SCALE DESIGNATION _ DESI N tWGINEER DATE IMPROVEMENTS NIA 0 10809004 \= - STATE OF DESIGNED: BE DRAWN: SF ROAD IMPROVEMENT PLANS SURVEY BOOK SHEETS o Q Z 1 1 .1 mss /ND I ANP ��� ' 17 Of 20 LINE �� /� �� CONTRACT PROJECT �Ld"__j Transportation& ONAL CHECKED: JV CHECKED: JV t1 wwwwo %o0j \ 09-01 a-=o�� Development Consultants '�� — � I5 BROOKSTON SILTY CLAY LOAM Br MIAMI SILT LOAM MmB2 ( l ( ) This nearly level soil is in depressions, on This gently ' l P g t sloping soli is along drama ew S MAN 55 Y P 9 g g ays flats, and in narrow drains ewa • g ys between that cross areas of somewhat poorly drained better drained soils on broad, undulating Crosby sods. ^^ ' 00' ° a ®�.-f I ��"T,r � ',s q cn• 'IV +,. 111111 11 m `''. ,.,. ' ._ I w • ,'' ] I Ir 1 r I M �•�x=II1 I 1 plains.o � Slopes are 2 to 6 P ercent. Runoff is m edium.Slo es are 0 to 2 p ercent. Runoff is very Moderate erosion Is the main limitation.t slow. Wetness is the main limitation. , �- pa --� , I MIAMI SILT LOAM (MmC2) CROSBY SILT LOAM (CrA) I X111 , I ��. , . --1u, �P I r "� � �" � This moderately sloping soil is on knobs� II lye�I „ � I - Y P 9 obs and I O CAR , . , C This nearly level soil is on broad plains, breaks along streams and drains ewa on +tncE_ rro 7 H t.TON (711NT `�,, � - 9 — a •, I. .._ on ridge tops in rolling areas, or in low uplands. drains ewa Slopes are 6 to 12 percent. Runoff is medium. o Hazel Dell Pkw N.- , Slopes are 0 .I ._ I I to r �T � � 2 Y n , VIII ,I� I percent.IIP,' � ,I� >~ I I 5 '" " ' P p cent. Runoff is Severe erosion i ... . � I � II II I� I�., I s the main limitation. .•M a.;. ,.w Im ,�. r�: rt k`,, .- — 41u Y x�a'"�..—._:—r" ,. IIE M k _, . �• o I; ' ,:.. I ., Ei� -F � u,,!I w p. .'!,! ..f.rll ..r.._TI ..-. " .� - P! slow. Wetness is the main limitation. 00 !' d h I u uw. W + F I�. - .` r = ° m Z L__ �; I �, Imn ° ,; MIAMI SILT L n IT LOAM (MmD2) � IIVIN P ��1 m �° I� I °II',,,mllllw " s �� .' _.yti; • OI!1 i.. • MIAMI SILT LOAM (MmA) This strongly sloping, deep, well drained soil is m a + This near) level well drained soil is �... L ._:-, � Ic,� 'III 1 w II III � ti u�1 Im ,,�I ul�l , �L, '�G Y on On breaks along streams and drains ewa . II . .. I�;:....���_� ,� .���I ;, I . �.; �I a ,+III � I ���! I slight r g �' g rises on uplands. Slopes are 0 to 2 Slopes are 12 to 18 percent. Slow permeability A 13 11 Y I rr '�;. I .. b t ® i 9wm. I' '' !t _ percent. Moderate permeability, and P yf and slope are the P main limitations. mgl!'I ull .:�� _ ., moderate potential frost action, I ," L1, P ct on, and ', I.�i..�,. '1, '`'I11 �• r,I N ...IP I „. • III . . ZONE X - AREA OUTSIDE OF THE 500 YEAR FLOOD PLAIN WITH MINIMAL FLOOD HAZARD I�, � ,I � � „� �+II° � I;I � , . �jl° moderate shrink-swell potential are main SHOALS SILT LOAM Sh U �� 11 � �x ! �. w. , 1� III I - ( ) I a III limitations. This nearly level soil is on flood plains or narrow [ Al 8 valleys along small streams. Slopes are 0 to 2 percent. Runoff is slow. Seasonal high water table and flooding are the main limitations. EROSION CONTROL PLAN INDEX _EROSION CONTROL PLAN INDEX (CONY ) EROSION CONTROL PLAN INDEX CON T.) A3 - NARRATIVE DESCRIPTION A20 - PLANS FOR ANY OFF SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT B10 - LOCATION DIMENSION SPECIFICATION AND DETAIL Hazel NO ACTIVITIES ANTICIPATED. L OF STORMWATER QUALITY MEASURE Dell Parkway widened to four travel lanes from 131st Street to 146th Street. The proposed LOCATIONS SHOWN ON PLANS. USE INDOT STANDARD SPECIFICATIONS AND ISWQM. improvements include new asphalt pavement in widened areas of the interior melon, new concrete A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW curie and gutter, sodding, m DISPOSAL AREAS B11 - TEMPORARY SURFACE asphalt base repair, and temporary pavement markings• A ACE STABILIZATION THIS PROJECT IS A WASTE PROJECT WITH REMOVALS FROM THE SITE. TOPSOIL WILL BE UTILIZED IN CERTAIN USE INDOT STANDARD SPECIFICATIONS AND DETAILS. roundabout is proposed at the Hazel Dell Parkway intersecection with Avian Way/Cherry Creek MEDIAN AREAS. Boulevard which includes storm sewer, lighting, curb and gutter-, and pavement improvements. B12 - PERMANENT SURFACE STABILIZATION A5 LEGAL DESCRIPTION OF SITE B1 - POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES LOCATIONS OF SOD ARE SHOWN ON PLANS. USE INDOT STANDARD SPECIFICATION AND DETAILS. - THERE IS POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHINERY INCLUDING DIESEL FUEL, HYDRAULIC - THE PROJECT SITE IN HAMILTON COUNTY IS LOCATED IN THE WEST HALF OF SECTION 21, TOWNSHIP 18 FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER PETROLEUM PRODUCTS. IT IS UNAVOIDABLE FOR A SMALL 813 MATERIAL HANDLING AND SPILL PREVENTION NORTH, RANGE 4 EAST AND IN THE EAST HALF OF SECTION 21, TOWNSHIP 18 NORTH, RANGE 3 EAST IN THE AMOUNT OF THESE POLLUTANTS TO CONTAMINATE SOIL IN THE GRADING AND CONSTRUCTION OF THE SITE. THERE IS ALSO SPILL PREVENTION - SPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILL GUARDS IN CLAY CIVIL TOWNSHIP IN THE CITY OF CARMEL, INDIANA EQUIPMENT PARKING, POTENTIAL FOR SOLVENTS, PAINTS, SOLID WASTE AND DEBRIS FROM CONCRETE PLACEMENT. FUELING, AND SERVICING AREAS. SPILL GUARDS SHALL BE 3' X 3' X 6" AND SHALL BE CONSTRUCTED OF A MATERIAL A7 - HYDROLOGIC UNIT CODE B2 - SEQUENCE OF STORMWATER QUALITY MEASURE IMPLICATION RESISTANT TO PETROLEUM PRODUCTS. 05120201090020 Q A8 PRE-CONSTRUCTION ACTIVITIES MATERIAL HANDLING - MATERIAL HANDLING SHALL BE PERFORMED BY TRAINED INDIVIDUALS AS RECOMMENDED BY THE - NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS NOT APPLICABLE 1. DESIGNATE A RESPONSIBLE PARTY FOR COMPLYING WITH THE ONSITE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). MANUFACTURER TO MINIMIZE THE CHANCE OF SPILLING. ON-SITE FUELING STORAGE ( ) CAPACITY DIRECTLY BELOW THE TANK IN CASE OF RUPTURE. TANKS SHALL HAVE EMERGENCY STORAGE COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2" RAINFALL AND/OR A MINIMUM OF ONE TIME PER WEEK. 2. NOTIFY IDEM RULE 5 COORDINATOR (317-233-1864) AND THE CARMEL STORMWATER ADMINISTRATOR, JOHN THOMAS 317-750-1218 IN THE EVENT OF A SPILL - THE CONTRACTOR SHALL WORK TO IMMEDIATELY CONTAIN THE SPILL TO A MINIMAL AREA USING WITHIN 48 HOURS OF STARTING CONSTRUCTION. CONTRACTOR SHALL SUBMIT SWPPP PER INDOT STANDARD SPEC. 108.04 & ) APPROVED ABSORBENT MATERIALS AND CLEAN-UP SUPPLIES. THE APPROPRIATE STATE AND LOCAL AUTHORITIES SHALL THEN - SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE SITE SECTION 205. BE CONTACTED; STORMWATER DISCHARGES WILL OCCUR INTO MITCHENER DITCH AT 425+90, INTO EXISTING SUBDIVISION SYSTEM AT 438+60, INTO 3. POST THE CONTACT INFORMATION OF THE RESPONSIBLE PARTY FOR THE SWPPP AND A COPY OF SUBDIVISION SYSTEM AT 448+00, INTO BROCK DITCH AT 474+50, AND INTO SUBDIVISION SYSTEM AT 496+00. THE IDEM NOI ONSITE. THE SWPPP SHALL BE ONSITE AND WEEKLY REPORTS NEED TO BE AVAILABLE WITHIN 48 HRS OF A INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT - REQUEST. OFFICE OF EMERGENCY RESPONSE: 317-233-7745 (OFFICE) OR 800-233-7745 (TOLL FREE) PROJECT CONSTRUCTION A10 - LOCATION AND NAME OF ALL WETLANDS LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE 4• HOLEY MOLEY SHALL BE CONTACTED 48 HOURS PRIOR TO STARTING CONSTRUCTION. CITY OF CARMEL FIRE DEPARTMENT: 317-571-2600 (NON-EMERGENCY DISPATCH) MITCHENER DITCH CROSSES HAZEL DELL AT 425+90, AND BROCK DITCH CROSSES HAZEL DELL AT 474+50. 5. INSTALL TEMPORARY SILT FENCE AT LOCATIONS SHOWN ON PLANS. 317-818-3400 (HAZ. MAT. OPERATIONS) 6. INSTALL TEMPORARY INLET PROTECTORS AS SHOWN ON THE PLANS PRIOR TO COMMENCING WIDENING ACTIVITIES 7. PERFORM NECESSARY EXCAVATIONS AND REMOVALS PER PLANS. THE WASTE RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL, OR OTHER CONTRACTUAL PERSONNEL QUALIFIED TO PERFORM All - IDENTIFICATION OF ALL RECEIVING WATERS 8. INSTALL UNDERDRAIN SYSTEM. ANY NECESSARY DEWATERING ACTIVITIES SHALL UTILIZE A SC-DW CLEAN UP SHALL THEN BE NOTIFIED. THE DISCHARGES FROM THE STORM SEWER SYSTEM ARE MITCHENER DITCH, BROCK DITCH, AND SUBDIVISION SYSTEMS. 46 Z FLOGARD (TM) DEWATERING BAG OR APPROVED EQUAL. tHE ULTIMATE RECEIVING WATER IS WHITE RIVER. 10. PLACE SPECIFIED PAVEMENT SECTION AND INSTALL CONCRETE CURB & GUTTER. SPILL AND SITE CLEAN UP - FLUSHING OF SPILLED MATERIAL WITH WATER SHALL NOT BE PERMITTED UNLESS SO AUTHORIZED 11. GRADE RECREATIONAL PATHS AND ADJACENT AREAS. INSTALL PROPOSED PATHS. COMPLETE BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. ALL ABSORBANT MATERIALS OR CLEAN UP SUPPLIES UTILIZED Al2 - LOCATIONS OF POTENTIAL DISCHARGES TO GROUND WATER REMAINING IMPROVEMENTS. SHALL BE DISPOSED OF IN A MANNER SUBJECT TO THE APPROVAL OF IDEM. SEDIMENT POLLUTION FROM SITE DISTURBING PROPOSED UNDERDRAIN SYSTEM (SEE TYPICAL SECTION - EXISTING AND PROPOSED) 12. TEMPORARY SEED ALL DISTURBED AREAS WITHIN FOURTEEN DAYS. ACTIVITIES SHALL BE REMEDIATED BY EROSION CONTROL MEASURES. ALL SOLVENTS, PAINTS, AND SOLID WASTES SHALL BE POST CONSTRUCTION ACTIVITIES PROPERLY DISPOSED OF IN ACCORDANCE WITH BMP CN-10 5 AND BMP CN-106 FROM THE CITY OF CARMEL STORMWATER 3 - 100 YEAR FLOODPLAINS FLOODWAYS AND FLOODWAY FRINGES 13. STORMWATER POLLUTION PREVENTATIVE PRACTICES SHALL REMAIN IN PLACE UNTIL TECHNICAL STANDARDS. A CONCRETE WASHOUT AREA SHALL BE UTILIZED AS SHOWN, PROPERLY MAINTAINED AND REMOVED AT PER FEMA COMMUNITY PANEL 18057CO227F, EFFECTIVE 2/19/03 (SEE MAP), THE PROJECT LIMITS LIE WITHIN ZONE X. VEGETATION IS SECURE. SEDIMENT WILL BE REMOVED FROM SEDIMENT CONTROL THE CONCLUSION OF CONCRETE ACTIVITIES WITH DISPOSAL AT AN APPROVED WASTE SITE. PRACTICES AFTER THE SITE IS PERMANENTLY STABILIZED. B14 - MONITORING AND MAINTENANCE GUIDELINES MONITORING AND MAINTENANCE SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. A14 - PRECONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE 100 YR STORM 815 - EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS A COMPARISON OF THE PEAK DISCHARGES FOR THE PROPOSED ROUNDABOUT LEAVING THE PROJECT LIMITS INTO BROCK NOT APPLICABLE. DITCH IS A 10-YEAR 6.17 CFS/6.11 CFS (10-YR). THE REMAINDER OF THE PROJECT WILL UTILIZE EXISTING DRAINAGE THAT B3 - CONSTRUCTION ENTRANCE Cl - PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE WAS DESIGNED FOR THE PROPOSED WIDENING IN 1997. CONSTRUCTION ENTRANCES FOR THIS 1.25 MILE LINEAL. PROJECT WILL BE ALONG HAZEL DELL PARKWAY FROM 131ST STREET THERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH VE AND 146TH STREET. HICLES INCLUDING FUEL, HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER PETROLEUM PRODUCTS. A15 - ADJACENT LANDUSE B4 - SEDIMENT CONTROL MEASURES FOR SHEET FL.O �_AREAS C2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION � SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AI4L9 STANDARD DRAWINGS STORMWATER QUALITY M LANDUSE IS SINGLE-FAMILY RESIDENTIAL ALONG THE PROJECT. THERE IS A SCHOOL, CHURCH, AND COMMERCIAL PARCEL B5 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS C3 - DES MEASURES ARE IMPLEMENTED WITH CONSTRUCTION OF PROPOSED IMPROVEMENTS. CRIPTION OF PROPOSED POST CONSTRUCTION STORMWAT ALONG THE PROJECT. SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AND STANDARD DRAWINGS PAST CONSTRUCTION STOR ER QUALITY MEASURES MWATER POLLUTANTS SHALL BE DETAINED IN THE CATCH BASIN STRUCTURES PRIOR TO THE STORMWATER OUTLETTING INTO ALMOND DITCH, HENLEY CREEK, OR WILLIAMS CREEK. STREET CLEANING � B6 - STORM SEWER INLET PROTECTION MEASURES MAINTENANCE OF THE SUMPS OF STRUCTURES WILL BE PERFORMED AND CLEANING A16 - BOUNDARIES OF DISTURBED AREAS ORMED REGULARLY BY THE CITY OF CARMEL. AQUA-SWIRL SHOWN ON PLANS. UTILIZE GEOTEXTILE FABRIC DROP AND STONE BAG CURB INLET PROTECTION STORM QE, CONSTRUCTION LIMITS CONTAINED WITHIN THE EXISTING CURB LIMITS EXCEPT AT PROPOSED ROUNDABOUT. PER CHAPTER 7 OF THE INDIANA STORM WATER QUALITY MANUAL (ISWQM). QUALITY UNITS SHALL BE USED AT THE OUTLET LOCATIONS SHOWN ON THE PLANS AT ALMOND DITCH, HENLEY CREEK, AND WILLIAMS CREEK AND WILL FOLLOW A MAINTENANCE SCHEDULE AS PROVIDED TO THE CITY. a A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER B7 - RUNOFF CONTROL MEASURES C4 - LOCATION DIMENSIONS SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER NOT GRASSES WITH SMALL TO MEDIUM DECIDUOUS & CONFIFEROUS TREES. REQUIRED ON THIS PROJECT QUALITY MEASURE A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS B8 - STORMWATER SEE MAP OUTLET PROTECTION MEASURES LOCATION OF WATER QUALITY MEASURES SHOWN ON PLANS AND DETAILED IN STRUCTURE DATA TABLE. SHOWN ON PLANS. UTILIZE OUTLET PROTECTION PER CHAPTER 7 OF THE ISWQM. C5 - DESCRIPTION OF MAINTENANCE GUI DELINES F _FU-0 A19 - LOCATIONS SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS OR POST CONSTRUCTION STORMWATER QUALITY MEASURES PROPOSED STORM SEWER SYSTEM REPLACING EXISTING SYSTEM AT PROPOSED ROUNDABOUT. NO OTHER CHANGES TO B9 - GRADE STABILIZATION STRUCTURES THE CITY OF CARMEL WILL MAINTAIN THE STORM SEWER SYSTEM AND INSPECT PER THE CITY'S SCHEDULE. MAINTENANCE o WILL INCLUDE CLEANING DEBRIS FROM THE CATCH BASIN STRUCTURES. STREET 60- EXISTING STORM SEWER. NOT REQUIRED ON THIS PROJECT N €T SWEEPING WILL OCCUR ON A WEEKLY ON OTHER MAIN STREETS. J X>uO X i C:J Y U 0D Q'F)­3 ,PPPPmPPPP,,,, V) HORIZONTAL Eck CITY OF CARMEL HORIZO_NTAL SCALE BRIDGE FILE I w r7 i� �sTFR� �� RECOMMENDED 0�-3o—a9 HAZEL DELL P `� ° / N/A NO. = VERTICAL SCALE DESIGNATION V)z a _ � � ARKy1TAY N �Z D - DESIGN GINEER DATE IMPROVEMENTS N A 0 Uj z� „0 10809004 W / W Lj Lj L`j° 1 1 1 STATE OF � \ DESIGNED: BE DRAWN: SF SURVEY" BOOK SHEETS J Fss. !NDiANP � EROSION 1$ of 20 X,o�� �. ON 'P '041 CONTROL 1lopment Conn& '��% �"� CHECKED: JV CHECKED: JV �� CONTRACT PROJECT PP,„, Development Consultants -- 09-01 - NOTE: ALL CATCH BASINS AND MODIFIED NOTE: SEE CURB DETAILS FOR LOCATION STRUCTURES NTH A SUMP SHALL SIGN SUMMARY NEW AND R ELOCATE OF RIM ELEVATIONS FOR INLETS. INCLUDE CATCH BASIN HOODS. SIGN SIGN POST, SQUARE, WITH REINFORCED ANCHOR BASE o ENCAPSULATED DECORATIVE RESET SIGN SHEET SIGN ( TYP. t) 2 t/4" X 2 t/4" X t2 ga. DESCRIPTION LOCATION DESCRIPTION ELEVATION w THICKNESS cn w w z OFFSET w = w ® * * w a w � �z ow U t - LENS SHEET STREET SIGN DECORATIVE SHEET AND LENGTH TOTAL O ►- W w f- w f- SIGN CODE SIGN SIZE ++ No. OF POST W a w z f- w ! ar NEENAh z V),,, w = THICKNESS 0.080 ASSEMBLY SIGN RELOCATION POST REMOVAL OF POST POST LENGTH m N SIZE CL Z RIM UP DOWN v w 0 U w U w U REMARKS U 2 N w w i > W CASTINGS Z N LOCATION �? _ w o TYPE -i STREAM STREAM a u a ,_ w ; ca w o V ; � inch x Inch SO. FT. EACH EACH EACH EACH FEET EACH FEET STATION w o w m m Q w m a. U » Existin Si ----- _ 12 428 X 1 n _ INCHES FT. ELEV. ELEV. ELEV. CYS INCH INCH SYS TON CYS EA. TYPE A ----- 12 430+12 X 1 Existing Sin LINE "A" 12 431+40 X 1 Existing Sign - --- - 12 431+50 X 1 Existing Sin 30 468+42 X EXISTING SANITARY MH 781.73 _ ___� __ 40 ADJUST CASTING TO GRADE 12 431+70 X 1 Existing Sin 12 432+60 X 1 Existing Sin - - - - -- - _ - _ 31 470+25 X 12 RCP CATCH BASIN K-10 30 779.23 775.81 775.27 1 12.75 I 39 12 432+90 X 1 Existing Sin - ----- - 12 436+75 X No Work Required _ - -- - -- - - 12 440+60 X No Work Required - -___ -__ 32 470+24 _ X EXISTING SANITARY MH 779.75 50 ADJUST CASTING TO GRADE 12 442+50 X 1 Existing Sin - 12 447+50 X 1 _ - Existin Sin Pedestrian Crossing__ 33 _470+29 X 12 RCP INLET J-10 19 779.10 775.68 775.49 1 6.57 37 12 447+55 X No Work Required 12 447+92 X No Work Required _ ____ __ -__ --- _ _ _- 34 470+42 X EXISTING INLET _ REMOVE STRUCTURE AND PIPE 12 447+90 X 1 Existing Sin -- 12 450+90 X 1 Existing Sin Pedestrian Crosslne______ - - -I- --- - --- - 12 451+00 X 1 Existing Sign Pedestrian Crossing 35 470+50 X 12 RCP CATCH BASIN K-10 65 778.10 774.68 774.17 1 14.69 12 451+08 X _ _ 1 Existing Sin _ -_ -- ---- - -- -- - -- -------'--- --- ---�- REMOVE STRUCTURE & 25' OF PIPE 1 453+20 X No Work Required - 36 470+50 X EXISTING MANHOLE -__ -_ _-_ _-._ -__ _- ----- - -- 13 453+25 X No Work Required No Work Required 39 ADJUST CASTING TO GRADE 13 453+45 X - _- -_ __-- --- 13 453+75 X 1 Existing Sign Pedestrian Crossing - 37 470+50 X 12 RCP EXISTING INLET 90 778.76 775.38 774.48 1 18. 13 455+46 X 1 - Existing Sin - - - 13 455+49 X 1 Existing Sin 38 470+71 X EXISTING INLET - _ - _ _ REMOVE STRUCTURE AND PIPE 13 456+50 X 1 Existing Sign 13 457+40 X No Work Required 3g 470+74 X 15 RCP MANHOLE C-4 780.20 774.38 774,07 1 _- - _ ; I 45 FIELD VERIFY EXISTING PIPE NORTH No Work Required -_ 13 460+15 X - - - - - -- - 13 460+65 X 1 Existing Sin -- _ �- - - No Work Required 40 - 471+42 X EXISTING MANHOLE - ! � 461+15 X I � REMOVE STRUCTURE & 35' OF PIPE 13 462+30 X 1 Existing Sign 13 462+75 X No Work Required 41 471+51 X EXISTING INLET - �- _REMOVE EXIST. STIR. & 125 OF PIPE 13 466+70 X 1 Existing Sin _ _ _ _ 13 2 26 Roundabout Ahead - _ 13 466+13 X W2-6 30 x 30 6.25 42 471+57 X EXISTING SANITARY MH 777.97 _ _ A..DJUST CASTING TO GRADE Street Sin 13 466+13 X W16-8 43 x 9 2.69 13 466+13 X W16-8 43 x 9 2.69 Street Sign 1 466+13 X W13-1 18 x 18 2.25 __ Seed Limit - 43 471+77 X 18 RCP MANHOLE C-4 35 777.88 769.98 769.98 1 67.18 _ � - _ FIELD `dERIFY TIE IN, REPLACE 35' OF 18" PIPE 3 No Work Required - One Way -- 13 467+17 X - --- 13 468+13 X R3-8 Modified 30 x 30 6.25 _ 13 1 13 Lane Designation _-- 44 471+70 X 12 RCP INLET J-10 - 18 776.92 773.50 773.32 1 6.50 ____ _---- 13 468+77 X No Work Required - _ --_ -__ i == 13 1 13 Pedestrian Crossing I TING MANHOLE j OUTLET ADJUST CASTING TO GRADE 13 469+69 X W11-2A 30 x 30 6.25 45 472+75 X EX S 13 470+13 X R1-2 6 x 36 x 3 4.50 13 1 13 Yield -- _ 13 470+15 X R1-2 6 x 36 x 3 4.50 13 1 13 Yield - -- --- 13 470+25 X Street Name 1 HAZEL DELL PKWY 46 472+75 X 12 RCP CATCH BASIN K-10 8 776.77 772.28 772.25 1 9.81 45 INSTALL 6 OF 12 WEST --- --- - - - - - - - -i--- - 13 470+53 X 1 Existing Sin - One Way_-___ - --__ 13 470+53 X 1 Existing Sign -Do Not Enter 47 472+75 X 12 RCP EXISTING INLET 8 772.43 772.35 1 8.06 REMOVE STRUCTURE AND 18 OF PIPE 9 1 9 One W� - 13 470+61 X R6-1R 30 x 12 3.00 -- --- - - _ -- -- - - ------ 13 470+74 X R1-2 6 x 36 x 3 4.50 13 1 13 Yield _ _ _-.- _ 48 472+75 X EXISTING INLET 776.84 772.76 772.38 1 _- 46 RESET INLET FROM STIR. Na. 49, ADD 6 RISER - 1 -- Existing Sign - Sto Street Ncirn --- ---- --- -- - - i -;----}-- -- 13 470+74 X _ -- -- - 13 1 13 Pedestrian Crossin�c --- ---�--- I --- -- -------- 13 470+76 X W11-2A 30 x 30 6.25 - -- - -- --- -- 13 2 26 Roundabout Ahead 49 472+75 X EXISTING INLET REMOVE STRUCTURE AND 2T OF PIPE & 13 470+76 X W2-5 30 x 30 6.25 -- - -- - _ - Seed Limit I � RESET AT STIR. No. 48 13 470+76 X W13-1 18 x 18 2.25 _ -- ----- --- ------- -- -- -- - --- - - -- ---- 13 470+92 X R6-1R 30 x 12 3.00 9 1 9 One Way _ 50 473+60 X EXISTING SANITARY MH 776.42 - __ __ ADJUST CASTING TO GRADE _- 13 471+00 X Street Name 1 CHERRY CREEK BLVD. _ __ _ ___ _ -------------- 13 471+08 X Street Name 1 AVIAN WAY ___ _ __ _ ____ 13 471+08 X 1 Existing Sin - No Soliciting - -_ 51 475+00 X EXISTING INLET 775.71 _-_ - -_- REMOVE & RESET CASTING 13 471+10 X 1 _ Existing Sin - No Soliciting - - 13 471+12 X 1 Existing Sin - Do Not Enter _ _ - 52 475+50 X EXISTING SANITARY MH _ _ ADJUST CASTING TO GRADE 13 471+26 X R6-1R 30 x 12 3.00 9 1 9 One Wa -_____. ---- ------ --- ---Existing Sin ---- ----- _ - ---- - -y --- - ---- ---- - - 13 471+30 X - - - 13 471+37 X R6-1R 30 x 12 3.00 9 1 9 One Way 13 471+40 X W11-2A 30 x 30 6.25 13 _ 1 13 Pedestrian Crossing - - _- 13 471+40 X W2-6 30 x 30 6.25 13- 2 26 Roundabout Ahead 13 471+40 X W13-1 18 x 18 2.25 Seed Limit 13 471+42 X R1-2 6 x 36 x 3 4.50 13 1 13 Yield - 13 471+46 X 1 1 Existing Sin - Street Name -_- 13 471+52 X 1 Existing Si n - Do Not Enter I 13 471+83 X R1-2 6 x 36 x 3 4.50 13 1 13 Yield 13 471+83 X Street Name 1 HAZEL DELL PKWY -- - - - - - -- 13 471+85 X R1-2 6 x 36 x 3 4.50 13 1 13 Yield - - --- ---- -- 13 472+29 X W11-2A 30 x 30 6.25 13 1 13 Pedestrian Crossing ' 13 472+56 X Existing Sin -- - - 13 473+87 X _R3-8 Modified 30 x 30 6.25 13 1 13 Lane Designation -_ - - - 13 474+35 X No Work Required __ - 13 474+35 X No Work Required 13 475+38 X W2-6 30 x 30 6.25 13 2 26 Roundabout Ahead 13 475+38 X W16-8 43 x 9 2.69 Street Sin -- 13 475+38 X W16-8 43 x 9 2.69 - Street Sin - 13 475+38 X W13-1 18 x 18 2.25 Seed Limit z J - N r N T Q, U N U0 TOTAL 144.38 i i - E 4 TOTAL 122 4 28 296 - J() m 0 A��A i:.ivili!"Ili /ir Y X � Y £ ;,, CITY OF CARMEL HOZf' C��diAL SCA BRIDGE FILE t-_-. mwiLn i °�O ���STE c�,p RECOMMENDED I HAZEL DELL PARKWAY � VERTICALASCALE DESIGNATION .._ o 07-30-09 FOR APPROVAL _ FOR DESIGN GINEER DATE IMPROVEMENTS N/A w z a � w SURVEY BOOK i SHEETS r 10809004 �', DESIGNED: BE DRAWN: SF E I 19 of 20 ww ! " 1 � , STATE OF MISCELLANEOUS<J zF- � w o z� s�� Np qNP��� CONTRACT PROJECT w w obi° Trans tation & ONA ���o 09-01 --� t, .. � CHECKED: JV CHECKED: JV TABLES cn x D o L�:2 Development t;onsultmits PA VEMEN T 0 UA N T/TIES ND A PPROA CH T E BEYOND R W LINE 1--: Z HMA MATERIAL FOR ROADS HMA COMPACTED / > co HMA MATERIAL FOR COMPACTED AGGREGATE m m W w W W z z W z cW� '�' Q N Q � AGGREGATE FOR FOR -' = viz ow c3 V) FOR 1F- 1 � - 1 , 1 � 0 0 Uj DESCRIPTION - Z Z J U.1 1-- ''' GRADE EXCAVATION z a o`a W:5 z W z o`a z �= WE= w o w o w BASE NO. 53 SURFACE MAILBOX o c� o Q o 1— a -� I- 0 3 APPROACHES W o W n — N — W p L� moo, _ (n W Q REMARKS LOCATION (APPROACH TYPE 3 J N m Q w N = " > z z mm zmo� NM -MM M Q r a >- Q Q N0. 73 LOCTION OR CLASS) ° CL W L z W o Z z w ~ ``' � o` o •Q 0 DEPTH w w Ib/ d Ib/yd W N (L F- v DEPTH J J o0 a a o0 1 2 3 CUT FILL Uj 0 165 385 165 440 770 300 165 275 6" 8" 5" Z_ Ca ft ft ft ft Ton Ton yd= % % % yd' yd3 yd2 TON TON TON TON TON TON TON TON TON TON TON TON Sq. Ft. Sq. Ft. TON TON TON TON TON TON TON TON LINE "A„ LINE "A" _– HMA WIDENING 32 58 22 1 _– — HMA PATCHING 1568 1 4044 1787 8 _ HMA WEDGE LEVEL 400 145 2 HMA -PATH 35 59 119 EROSION CONTROL PLAN INDEX EARTHWORK SUMMARY TABLE UNDERDRAIN TABLE EROSION CONTROL TABLE CF CUANT�TIES WIDENING PATCHING COMMON UP1d�1-Cl METHOD METHOD LOCATION DESCRIPTION EXCAVATION EXCAVATION EXCAVATION FILL TOPSOIL SODDING TEMPORARY GEOTEXTILE FABRIC TEMPORARY GEOTEXTILE FABRIC Type 4 Pipe o LOCATION LOCATION LINE "A" (yd3) (yd3) (yd3) (yd3) (yd3) (yd2) C (D . Z � SILT FENCE DROP INLET PROTECTION � SILT FENCE DROP INLET PROTECTION L o Q v LINE A STR. NO. Ft. EA. LINE A» STR. NO. Ft. EA. 429+25-431+75 MEDIAN 167 58 0 ` o c ,0 N 432+51-443+37 MEDIAN 1131 435 �" 3•°- 435+00 LT 1 470+50 LT 37 _ 1 .o 'v � -v ,o 'v v v 'w .c °�' w 0 I � 0 435+00 RT 1 470+77 LT 91 444+12-450+15 MEDIAN 482 116 .v J W o X Q,� Q -° v v L 'v L j m - - - 450+96-455+54 MEDIAN 495 ° °' °' M °' °' v v •� m = N I °> 436+50 LT 1 470+77 RT 35 1 345 0 s o o rn = c N c m -' v c I m ---- 456+42-460+74 MEDIAN 526 392 _ -°-- 0 0 � C J o Q o ,i, 436+50 RT 1 471+01 LT 8 461+45-462+43 MEDIAN 108 108 (n o 0 a� N 437+75 LT 1 _471+27 LT _ 431__ 463+88-466+82 MEDIAN 463 178 iz ® (°) � 437+75 RT 1 471+43 RT 303 467+80-470+58 MEDIAN 376 75 60 50 350 (ft) (yd2) (yd3) (Ton) N (Y/N) Remarks 438+75 LT 1 472+70 RT - 44 1 471+78-472+19 MEDIAN 244 35 45 6 64 ---�- - 438+75 RT 1 472+75 RT - 47 1 ---------- ------- - - ------ -- -- -- _ _447+90 LT 1 472+75 LT I 48 _-- 778.18 447+90 RT 1 475+00 LT 51- 1 RAB NE QUAD WIDEN, PATH 180 20 12 340 468+42 LT 185 194 17 - 33 775.68 _ _ — -0 L --- - - RAB NW QUAD WIDEN 105 295 340 48 585 470+29 - 776'18 449+22 RT 1 475+00 RT 471+60 773.74 449+25 LT 1 476+00 L7 1 RAB SW QUAD WIDEN 77 75 80 16 300 LT 120 126 11 48 772.76 - - RAB SE QUAD WIDEN, PATH 70 225 230 38 613 472+75 - - 773.34 451+24 LT 1 476+00 RT RAB CENTER ISLAND 48 370 310 250 745 472+75 - 773.34 451+24 RT 1 477+50 LT 475+00 LT 225 236 20 77318 49 772.68 454+00 LT 1 477+50 RT 1 454+00 RT 1 480+00 LT _ 1 473+84-476+59 MEDIAN 265 _ 455+50 LT 1 480+00 RT 1 476+83-480+40 MEDIAN 312 489+61-494+48 MEDIAN 606 186 467+13 RT 312 327 28 778.90 455+50 RT 481+97 LT 1 1 31 775.81 456+25 LT 1 481+97 RT 1 470+25 776.31 456+25 RT 1 483+96 LT 1 470+25 776.31 457+50 LT 1 483+96 RT 1 TOTAL 5655 75 1020 1065 420 4815 470+77 RT 75 79 7 77518 35 774.68 _ - 457+50 RT 1 486+48 LT 1 = 471+50 775.22 459+00 LT 1 486+48 RT PATCHING EXCAVATION 75 Cyd. 1 y 472+70 RT 220 230 20 774.00 44 773.50 459+00 RT 1 490+75 LT _ 1 USABLE 0% 0 Cyd. — _ _ 472+75 460+00 LT 1 490+75 RT 1 c RT 70 73 6 CONNECT TO EXISTING - Z WIDENING EXCAVATION = 5625 Cyd. 473+43 460+00 RT 1 492+25 LT 1 _ 461+75 LT 1 492+25 RT — USABLE 80% = 4500 Cyd. - 461+75 RT 1 - -- 493+50 LT _ -------} - 1 - - - 463+00 LT 1 493+50 RT 2 N COMMON EXCAVATION = 1020 Cyd. -- — — — — - - — USABLE O% - O Cyd. _ 463+00 RT 1 494+50 RT E _ 464+00 LT 1 494+60 I_T 1 o - 464+00 RT 1 ---- 495+65 LT - FILL = 1065 Cyd. - 465+48 LT 1 495+65 RT 3 FILL +ZO% = 1278 Cyd. 465+48 RT 1 497+25 LT a ___ ___ 468+44 LT 213 _ _ 497+25 RT WASTE = 5,44Z Cyd. 469+52 RT 157 Sub. Total 470+25 RT 31 1 i - - 470+29 LT 33 1 E7. TOTAL 1207 1265 1 109 TOTALS 1203 68 L � a N X m !>� CITY OF CARMEL HoRlzorvrAL SCALE BRIDGE FILE Q/Jp J. m�g� �o ��;srERF F,�' RECOMMENDED HAZEL DELL PARKWAY ��o < FOR APPROVAL 07-30-09 VERTICAL SCALE DESIGNATION ND• = DESIGN GINEER DATE IMPROVEMENTS N/A ® ® 0 10809004 z �''� -� STATE OF DESIGNED: BE DRAWN: SF MISCELLANEOUS SURVEY BOOK SHEETS w w o Q z - F 20 of 20 w��z z S .NDIAW, Q W W W W D -A �������� N- Of J CONTRACT PROJECT ANAL CHECKED: JV CHECKED: JV TABLES 09-01 x o- Transportation& ����,v� i������iure,o„ii,aa,e��ma t Development Consultants