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106th Street Pathway (Michigan Rd to Ditch Rd) OF CITY OF CARNIEL A O 1•��]A I PROJECT NO , 09 05 /ND1AN ` OWNER 06 h S CITY OF CARMEL t TREET PATH Q ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571 -2400 O TOPOGRAPHIC SURVEY BY. MICHIGAN ROAD TO DITCH ROAD MD WESSLER & ASSOCIATES Q 6219 SOUTH EAST STREET INDIANAPOLIS, IN 46227 a PHONE: (317) 788-4551 FAX: (317) 788-4553 O HONO A LE JAMES Al NA D MAYO HOLEY MOLEY SAYS " DON ' T DIG BLIND " � � Z IP'uulll o 1=fir:... I t I,.. .� v 'I III Ih v,, III ,I IhuPot i uV I I I INDEX OF DRAWING SHE S NO. • VIII ET II�II �. mII,�G 'I ITS THE LAW), ., I ultl �Idh „Iluglulllllllllllll I I �I CALL I r 2 WORKING DAYS BEFORE YOU DIG m Im: I m TITLE SHEET 8c INDEX 100 — 800- 382- 5544 U 1 8 382 5544 �I CALL TOLL FREE _ PER INDIANA STATE LAW IS-69-1991. TOPOGRAPHICAL SURVEY 8c DEMOLITION PLAN 200-203 � I11 �,INI�III II I Ilwn„ t IT IS AGAINST THE LAW TO EXCAVATE TYPICAL SECTIONS 8c MISCELLANEOUS DETAILS 300 WITHOUT NOTIFYING THE UNDERGROUND - s ,I LOCATION SERVICE TWO (2) WORKING w + DAYS BEFORE COMMENCING WORK. „•, M �i� I ail I I fu s I SITE DIMENSION PLAN 400-403 II' � _ I , I ��u I �I .. ��• ,M GRADING PLAN 500-503 MTM EROSION CONTROL PLAN 600-603 1 II NIA ER OSION CONTROL DETAILS 604 .„I. II N L I I I Ii i I PLANS PREPARED BY: STORM SEWER STRUCT UQE A TABLE 700 PROJECT LOC A T I O N '■■� 1 111 CROSS—SECTIONS 800-841 IF INDIANA DEPARTMENT OF TRANSPORTATION LU STANDARD SPECIFICATIONS DATED 2008, INDOT I� ' N SUPPLEMENTAL SPECIFICATIONS. I I' `' �' rl Uj 1 I � � u„ Transportation& I _ III eve) opment Consultants nr I i D IWI11 :I„IV"'"""" " 3417 SHERWN DR. BEECH GROVE,IN 46107 (317)780-1555 HIP ' Mb � ,� � _.. II Ih': IN 1 N III II ` . rt " 111.: - « -o 19 700381 UTILITIES o I STATE OF LOCATION MAP �s �NO�ANa G� Note: Listed below are the Indiana Underground Plant Protection Services Contacts, Others not listed may exist. S�ONAL NOT TO SCALE SEWER WATER ELECTRIC ' CLAY TOWNSHIP REGULAR AND WASTE DISTRICT CITY OF CARMEL WATER UTILITIES DUKE ENERGY 10701 N. COLLEGE AVENUE, STE. A 3450 W. 131ST ST. 100 SOUTH MILL CREEK ROAD INDIANAPOLIS, IN 46280 WESTFIELD, IN 46074 NOBLESVILLE, IN 46062 PHONE: (317) 844-9200 PHONE: (317) 733-2855 PHONE: (317) 776-5347 N CONTACT. RYAN HARTMAN FAX: (317) 733-2053 CONTACT: FRED COMBS a CITY OF CARMEL UTILITIES CONTACT: STEVE COOK / 10-7-09 LO VEOLIA WATER INDIANAPOLIS BRIGHTHOUSE NETWORKS O 760 THIRD AVE. SW 1220 WATERWAY BLVD. 3 CARMEL, IN 46032 CERTIFIED BY: DATE L . 030 ROOSEVELT AVENUE PHONE: (317) 571-2634 INDIANAPOLIS, IN 46202 INDIANAPOLIS, IN 46218 FAX: (317) 571-2642 PHONE: (317) 264-7718 PHONE: (317) 339-9075 , CONTACT- ED WOLFE CONTACT. DALE KOCH CONTACT. JOE EVANS GAS VECTREN ENERGY TELEPHONE FIRE DEPARTMENT DESIGNED: WFH CHECKED: GJI AT&T CARMEL FIRE DEPARTMENT O PROJECT LETTING DATE : XX - XX - 2009 P.O. Box 1700 5858 N. COLLEGE AVE. 2 CIVIC SQUARE DRAWN: LMC CHECKED: TEN 3 NOBLESVILLE, IN 46061-1700 INDIANAPOLIS, IN 46220 PHONE: (317) 571-2600 PHONE: (317) 776-5534 FAX: (317) 252-5134 FAX: (317) 571-2615 o FAX: (317) 776-5553 CONTACT. GREG CAMMACK CONTACT: KEITH SMITH CONTACT: DON PERDUE O i NOTE: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in—service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does OCT 2009 certify that the are located as accurate) as possible from information available. The surveyor has not physically located the APPROVED BY: y li y p underground utilities. w C) BOARD OF PUBLIC WORKS AND SAFETY Cn FINAL MX->�� JAMES BRAINARD, MAYOR — CHAIRMAN 6 Uj U~`D CONSTRUCTION "� �� MARY ANNE BURK — 5 °° E MEMBER 4 :0: LORI WATSON — MEMBE 2 DOCUMENTS C) Ld U W �az U X v1 E�_a � � � � aro OTW NO. DATE X REVISIONS BY APPR. O O O O O O O O O O O O O O O O O O O O O O O - + + N + + +LO O + O + + O O r r r r r r O r N N N N ° cam O CN Instr. No. 200500053253 \ - Westor ho P es LLP \ \ Instr. No. 200200010730 l/ Lois I CL ° A;� \ Instr. No. 200300074219 \ Q �+ N \ \ I I I W a0 \ `'•• - PRES RVE AND I � \ 1 tt y \ :\+ \. \ REMOVE AND DISPOSE PRESERVE AND PROTECT \ REMOVE AND DISPOSE 35'LDSS & NAE PROTEC SIDEWALK �j \I �� OF CONCRETE WALK POWER POLE PRESERVE AND PROTECT � — `= lI �_ — Z T \ OF CONCRETE WALK — — O Z < ERVE AND PROTECT it \, \\ ° :, __ _ — — — — — — — — — — — — — — — — — — — ;, POWER POLE R POLE PRESER =4�IQ PR07ECT REMOVE EXISTING INLET AND PIPE. INSTALL I i- \ Oy\ \�` �, \ = �K-- -- -- __- _ _ —_— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �me�nwrs ssoc., nc. CONCRETE PLUG IN PIPE REMOVAL FROM EXISTING / i 0 --- \ \ -- ----___ ---- - � _--_____ ----- --- --- w 20' SE CURB INL ET TO REMAIN IN PLACE. SALVAGE CASTING �'!'' w O; POWER POLE '��- � 'G �--� G G � G G=— - I — — 20' SE __ __- PRESERVE ARE YD T_._, TO THE CITY OF CARMEL STREET DEPARTMENT. J I I\: \ _� — - � «tG �a�;— G FIRE HYDRANT G:�+e�,; G — �-- & -_- G— — -- — — G- a ;G- — Si S / + +` \ '\ v v - n "� — — _=G-=-G �I G — — — — — — — — — — — — — 2s� inn p O v =G v v`- v v v _ v v 1 —� G G �n _ / v G ° \ -E.��5�HAIF-R/bV _ /,/yr -- 15 WE B 4 `_-Ui;E—/ AGE �� w - EX. 45' HALF R G G / G G G - G— / S \ ,, U T UGT _-_ —— _ Uj \ UGT�UGT U t UGT -', u'" ' — — --- �/ v\R� -tv— I --------------- � �/ ----_—_sr_—=_—_—___— — ` 1, UGT UGT �i UGT UGT UGT— UGT __ � D REM TING AND O + '•+'� z .; ; \ REMOVE EXISTING INLET AND PIPE. INSTALL UGT UGT UGT T T UGT --_ _ ___ - UGT UGT UGT UGT UGT UGT UGT UGT I/GT- +--UGT UGT -UGT UGT UGT UGT +,_JJQT UGT UGT GT U O • \\\ 3 `; I CONCRETE PkUG IN PIPE REMOVAL FROM EXI TING Pin w/ Cap Fnd _ - Pin w/ Cao`Fnd 8 > vAGE 11lE CITY + w OF CARMEL STREET C� M Q U 11 CURB INLET TO REMAIN IN PLACE SALVAG CASTING ` DEPARTMENT. W \;\ ' 1 CITY OF CARMEL STREET DEPARIM T. 106th BEET ^ — \\\ rn 897--- -- 106th STREET N (� � y \`; `�` ` Iron Pin Fnd Sy 1 ---89T REMOVE AND I— ``�` ��- - OF CONCRETE n w T w w \+ -- C\ ------- -------------------------- ------------------�----- �� _ _ / \• , -------------- ----,.......,�.�.. ...�____________ �� :��---- --- - -- -- - -_ - - - - - ---------- - 1 , V J - -- - n = ----------------------- ----+---- �y i - - -- - �i ��- ----- - - 896 - - -- - - - - ----- - —FM -yM �� - ------------- ..---�-----�.----_-__-_- �� , _-- --_ --- -- ---_ - ___-_-- ----.--.-- --. ----,- � // �MFI - -�M- M- � FM FM-------- 2 NAE --- --- - - M`` ----------------- a / _FM.�� __ —FM —FM —FM —_FM— - _ . FM - FM - - __FM \ ,\ ,1 / --a i -___ -_ \\ �✓::_ r- — — — I I I^ FM -T +--_ FM - _-- - __ -?,r __ ____ - _ 1.1 _ _ _ F _ - Ey 45' HAS F'R W FM7-�FM > FM FE,]\ M - --- 896-' -- ---- _- , z FM \ \�+ \ F ='�'-�O PM FM FM FM FM--- --FM FM r------Fi�Y- F FM FM FM -\�FM —FM — FM --FM FM F —FM F FM FM "F"M p'M F —FM FM -\ ,\� FM -'"-'\ F D ,, M FM FM F _ __ •` :./ ---- -- ----- T-.- --^ - — _ �� r- Ik - ; FM FM -a-_ r M FM -- FM FM F / - -_�M-EM; RL F"" --- 1 \ I•d•1 FM- 12 M FMFM 1'-1�;��M IF \\ \.\ / _�.-• 5- - [ � -- - — L] FM x �FM - M / „,. -�- —.— — _ Y —.+- — -F11 --rI1 FM F� FM FM FM FM FM -----FM \ `r !�� \ FM --'(+-FM '" - ,\,+ // / :• SEX. 6II�._14ALF B �Y-`- - - _ — — — i t, i I - /----- - - ---- - ---- ----- " — / - .l ------ - I \l W --2-' NAE O \; Y, / 8g3 - 92 �i - - — + �I—�— — - — — — — I 1 / i - - - - - - - - - -Fic�5 w\ \\ \ \ «. 8, gg� " �I �t - - - -- - - - — - - - - - - - - - - - - } — - - - - - - - - - - - -- -- DUE_ 10' LE � _ _ _ _ EX. 65' W _ _ _ _ _ _ � _ O _ �� , \L r ` ' \�\\ \1\ M+++ \` ' '_. \a� i !=` - � � �VARIABLEDE � � I / - - - - - - - - - - - — - - - — - - - - - - - - - - - - - - - - - - — Pin w/ Cap Fnd GT \\ :�.\ `'�\ •k \ I / I Q = O °w J0 OE Mark w Kay Bowman �( \\ \\ \\\ \ +, :s: VARIABLE DE \ I Q \,� \ 10555 Westfield Boulevard `�. \':� ,`; �, ,;1 \\., .i merianna Bank r i s O Indianapolis. IN 46280 \ \` \ \ L-- - \ I D \ \ t. \ : < \ \ --15' DUE I M [PARCEL 1] \ Glendale Partners es Carmel \ \ \ \ awn oe Plaza Chester Avenue Limited a Hers iv I W (� U Oo °o °o °O o 0 0 0 0 0 0 0 0 o Q CY) + + + + + + + + .� °+ o+ o o O O CD L0 CIO O O r LO C+fl ti N N N N N N M M M M co M M C� O LjL o I � i LIj CD Pilgrim Lutheran Church of CD 0 Shelboume Road ° a0 I // // // 9Z / I \ I Indianapolis, Inc. o Qi e a a es on ace ec Ion ne // 2ti� / // // y9� v/ // \ Carmel. IN 46032 U o a O / -____- / Instr. No. 200200072725 o Lij W �9s - /--- \ - / / / \ [PARCEL 9] H W ' / / / / 9J�, / Evelyn unwoody o ----:�-------------------------------- 7 ' X. �- ------ ----- ------�--- O . . /------ ,-�°_-- �-- �-' f,�--- ��--------- ---\-` ----- ------ -- ---------�---- /- -- / I 3740 106th Street W I -75 Wes—ton-N—,e i/ �''� - �� o - v-v �� a��- / --- Carmel. IN 46032 A�TORY ESM NS m [ �'' Homeonwers Assoc.. Inc. 35' LD & NAE / �� , I Instr. No. 8600862 I LEGAL DR Q \ -------------------------- ; Pin w/ Cap Fnd \\\ / // [PARCEL FOR �N _ _ 1 �..0 inn I T'�' 1 - - - - - - - - - - - - - - - - - - _� -/ / - - � = - - � - - - =� - V - - - - - - -`- - -- - - - - - - - - - - - - - - \\- /-- - - - - - - - - —`/- - �- - - - - i� W G — /G k' — — E — — — — — — — — — — / — — — — / — — — — — — — — — -- — +-i— — — — — — — — — — — — — — — — — — — — — 6 — — — — — — —V- — — — —� — — — — — - -- — — I G G G G EX�S'�IALF�/I� 20' UE i — — \ \ / ,= — — G� G T ---- ---------------- / 40 HA V / .n ;j / O G r� 9 - ------"--- ----i - ¢- -rte-T tr14`--- --�' -G—S'- -----��-- Cam .` -- r — O c% inn �inn ----- i��---- isn Ion -7i�n f0 _. / V - -- -- -- -------- -- --------+ - - - ; �EX. 45' HALF R W R J Z (D w _ --III1 _ a a r F F FM F F F —TF F i--F FI FM =•F F F F F F FM F �F F F F F F F F -�F F —GFM F FM --F F _ F F F F c -. FM FMM FMM FM FMM F�M{'��-�--FM F F F �MM MM M M M M M �1 M M M M M W N F- _ PM- fi FM_ FM --FM -fi•Fr�_M M M FM FM GF1 FM FM —FM M --FM FM -� M �:• 'M FM —Oyu FM FM FM FM FM --FM M M � M M — M / N _ _-- p�/ M M J M M --�-.gyp, M M M M O -J-7€F F FM �— M FM FM M FM M FM pM —t'rIIM FM FM f M F UGT _ —_ ---_ _ ___JG'T-----_OCY- �'—UGT UGT c__— UGT _ J __ — + ucT -_ --------------- --ucr n inN? ucr ucr ucr ucr ucr .. M M FM - _- -- - ucr ucr ucr n _ c9 -pGT�----- � M M M M M FP ucy�� ucT T � "3: ' L.. /�- �� '_ . �r� FMr-- F FM��FI$;---FM F F �=��M F F F —� FM :F ��FM �F� � ucr ti.\ F --___- b nnG?_ --- �- ucr ucT -- � ego w ucr (� Ftr �lnn nn i�- -isn iun nH - �n a — - c • ucr-- - ucT SiL—ucr ucr ucr _ -L� T -�- �rj 4r� nn inn nn�_ �•1 • ucr ucT ucr ucr T ------- N / / ------ 896 ---_, -------------------- ---------------� --------------- -------t- -------------------------- �------- ----- - ---- - ------- ---- _ - - + w -- Ion inn -Inn------inn------Inn -LnnEr -Inn -Inn in •nn + 1 Inn inn T inn inn - -- _ 106th STRE T _ -_ 9S ------ -- --- -- y I __- _ / --- - --- -------- ----_ -- _�-- ___=r� -------- --- �--_ _ n _on ---- � en - - - --- - - l- - ------- -- -- _ 4 --_- 89 5 9 - -- _ - 8 _ -- - _ /= l7 10 8 6th ST s RE T s 94 1 8 _ O _t. .. w!wMw..:_.. +•- ... .f,.--..r+..e+m __- _ .,:.._,.��,mri..�,tc�.� . t -_-- - �/'� '. `", f�_ -.5..... - - -=..:= ,.�.-.- :�s^"' ':gym=;m',o.,,�c:; ,.,�., .-�r$ __ � � _--G-— a -- �- ---- -_-- - ---AQ5- -- ---- --- - --- ------- V J -� ------------------ Inn In inn n i ' Y ❑ -� I / - - 896-- 2n — ---\ `_ \ I__ G' W - , Ley M x x x j / < a ix x J 10' � 15' DUI'-T- f-- � � � Z ------15' LE e ev av ee er. _ I I I U Jane am Pr i I I ancy ore o arl yn le aus Q i-30'�DE- � II CD CD CD CD CD CD O + + + + + + + + + O+ 50 0 50 100 SCALE: 1" = 50' 1 GENERAL NOTES FLOODPLAIN INFORMATION / \ Pilgrim Lutheran Church of I Clay Township, Indianapolis, Inc. PARCEL 2 2_75' p ] r 0 0 Shelbourne Road a W / STATUTORY ESAINS -� Carmel, IN 46032 O a 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE ,- FOR LEGAL OR I Instr. No. 200200072725 N o PLANS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL BY GRAPHIC PLOTTING ONLY, THE MAJORITY OF THIS TRACT OF LAND DESCRIBED HEREON z LIES WITHIN ZONE 'X' AR o O REGULATIONS. (AREAS DETERMINED TO BE OUTSIDE 500-YR. FLOODPLAIN) AND o / I I [PARCEL 9] I w 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE ZONE 'X' SHADED (AREAS DETEMINDED TO BE AREAS OF 500-YEAR FLOOD) AND ZONE 'AE' s 0° I CONFLICTS TO THE ENGINEER PRIOR TO THE BEGINNING OF ANY (SPECIAL FLOOD HAZARD AREAS BY 100-YEAR FLOOD) AS PLOTTED ON THE FEDERAL Lij w Q / Brass Pin Fnd I jl EX. 60' HALF R/W Pin w/ Cap Fnd W CONSTRUCTION ACTIVITIES. EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, W / p / p h :a r _ _ _ M —_ — J. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES INDIANA, COMMUNITY PANEL NOS. 18057CO205F & 18057CO208F, WHICH BEARS AN Pin w Cap Pin w Ca Fnd EX. 40' HALF R/W - - -�- EFFECTIVE DATE OF FEBRUARY 19, 2003. W 896 __ I , r - UNLESS SHOWN ON THESE PLANS. 0 895 y ----------- A--------- ------------- (� _ _894- _ - ___ ----------- " _ y� Pin w/ Cap Fnd ��- LU CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILBOXES AND k" - ----------------------------------- = 893 t .-,. _ c - -- -- - `�V„ -- FiM ��---j/ \ ------- -------------- - -- -- - FM, —- - �f#- _ FM =--FM `��FM FM FM F FM FM FM FM -- - -- -- -- ----FM -' M 1 '�, + FM FM xF� x �ffir= FM =I -_£'� � FM_�F - � � � _�+ � _ ________ 5. CONTRACTOR SHALL PROTECT PAVEMENT FROM SCARRING DUE TO O _ - FM -- M _ _ - FM FM FM FM FM FM FM FM _ - FM -�.rF1 FM FM __. iq _ F#- -FM - ,— - --_ - -- - ---- - „��_�� -M :'�—FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM ..�rp—=-- �� = ;n- - ___-____- O -� EQUIPMENT OR CONS - - ,_ �� T ,, -_ ._ - - - _ t-- -----''� 895 :--'' „.:.: -inn - ----- _ -- -----___-- ----- _ = � - POWERPOLE - .810 - CONTOURS ”- - - =_-- --- - ----- --__—_---_ F + UGr - '" T-'__ UG UG7 UGT -_ — -----_-----_—_____ - __ ----UG7--- yfGT.-__- -----.________________ _____-__-_________-_- U UG' — ---____-- U - � OCEDURES ANY PAVEME ��yy�� uc7 - __uGZ- ,ucr ucr. ,__ _ -uGr _ _uGr ucT-,_-- uGT r ucr___ uGT _ .aGT-� --uGT _uGT_ _ �'�; T ` uGT uGT---i=-, DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. i POWERPOLE W RISER ADJOINER LOT LINE O W Inn __.�C9 Inn Inn -- Y,-1`�n Inn Inn Inn_. 25n Inn - --_'�..�- - -- - —- - -—" -—- - - -, W/ RISER i _- __ ______ __-_____- ______- - -' - _ _ _ _ �' UG i M 106th STRE --- __.=; ---- ---- __� ---------_- _v��T--___ Mag Nail Fnd A��RE V ATI ONS -{'' UTILITY POLE - - - - -- RIGHT-OF-WAY _ _ a_, -t= air�-�--- I E e °� qi LIGHT POLE SECTION LINE Q % 1 °'� �°� - GUIDE WIRE ----------- PAVEMENT u -------- ------ ----- - -- ----- -_- ----------- - - ----- - - --+ - - - - - --------------- - -_----------�---- t �_----------- ----- ----.- - _ ._�. — ri G --- --- -- -' - - - - G G ------ ----- _ _ G -------- ,ee, ----- -----r -"` - - - - - ----R,t-.. -�- ,� A x'-s,ice ACCESS & UTILITY EASEMENT y G G G -- :- _ i AU DITCH LINE `i G -- G G G G G � \ / -"" /_- - r - ��•Q1 Q APP = APPARENT '� ELECTRIC METER - - WATER EDGE o w ❑ -- ❑ ❑ ❑ ❑ ❑ p �- G G G G G G G G G G G G G - G G G r G E n ' \ x x x x x I I x x x x x x x 1� i � °' DE = DRAINAGE EASEMENT e ELECTRIC BOX -- -- EASEMENT LINE �jJ \ \\ \ I !_ I m 1 _-i _ -- [n DUE = DRAINAGE & UTILITY EASEMENT G1 GAS METER o FENCE LINE [WOOD] \ \ I I DLME = DRAINAGE & LANDSCAPE MAINTETNANCE EASEMENT G GAS VALVE x x FENCE LINE [CHAIN] EX = EXISTING _ N FYS = FRONT YARD SETBACK W GAS MARKER --�-- - FENCE LINE [FIELD] E 6j _ \ \ I \ z_ IPL = 1PL EASEMENT WATER PLUG o GUARDRAIL LD = LANDSCAPE & DRAINAGE Y WATER VALVE UGr UTILITY GAS & FELEPHONE LINE o Q j°o �-- `\ \\ \ I = LE = LANDSCAPE EASEMENT WATER METER UGE UTILITY GAS & ELECTRIC LINE Y x >a- I Q \ \ I I LDSS = LANDSCAPE, DRAINAGE & SANITARY SEWER EASEMENT FIRE HYDRANT UGE, UTILITY GAS & FIBER OPTIC LINE m x °w ` ` \ °' U NAE = NON-ACCESS EASEMENT GAS LINE \ \ \ ® TELEPHONE BOX G G w jO l I Q R/W = RIGHT-OF-WAY TELEPHONE MANHOLE - -w- - WATER LINE °°N o Stephen H. Jenison, ETAL SE = SANITARY SEWER EASEMENT TELEPHONE MARKER - - FLOODWAY LINE o ( SUE = SANITARY SEWER & UTILITY EASEMENT w STORM INLETS FM FM Jane B. Harrill Thomas W. ile ETAL SANITARY CLEANOUT :?t=====____________________________- STORM SEWER WITH MANHOLE 674 � \ Jane . Morrill Y• UE = UTILITY EASEMENT , SANITARY FORCE MAIN a w z \ I o WE = WATER EASEMENT Z rw \ I " I ® = PIN W/ CAP FND SIGNAL POLE 5=- --------------___ O O O O c:) c:) + + O + + + + CN (D + + 9 c:) + + 00 m CNJ + + + C-0 r- + cn u') L0 U-) Lo u") it it U- it toy I I I � � it 0 w 10'IKE Giuliano & Bre Greek Orthodox Church Holv-Frinity, Inc. z O 0 z [PARCEL 2] co 0 it N it L11 it Lu it I a I 1 11 1 1 Bross Pin Find > Lu N - "'L/ I 1 11 I'll 1� -1 ui it uj 30' SE- EX 60' HALF -------- ------------------------------------- -- Pin wl Cop Fn ----- Lu - - - - - - - - - - - - - - - W/ -------- -- --------- -------------- --------------------- -- U) --- ------- ------- ------- -------------- -UC;T- cf) ------ --------- FM 77T —UGT—UGT—UGT—UGT .ms------ E ------------- ------- ---- -- ms Do CD ----------------- -------- ------------- .z -------------------- - ----------- Lu ---------- -------- t=��2wmm __ -—- �� JGT�� z uct --- --- ------ T-�0,7�_ U(;T—UGT- _t�aT----- UCr :n- ;;; _- '7 ---------------- --------- _1------ --------------- -------------------------- ------------ UGT UGT UGT ------------------------- __ + ------ EX. 16.5' HA --------------- IGI Lu < GT LFRIW------------------------------------- T—UGT—UGT-� T UGT- UGT UGT ;;--UGT—,�GT—_; ----- -- -------------------- --- - --Z6UGT—UGT UGT UGT UGT—UG ................ --- GT _UGT L)GT ---------------UGT ------ T- -------------------- -------- � — co ucr ucT -------------------- ---------- 77=_- ------------------------ 897 -4— - - ---------4- O UGT—UGT U(;T -- ------------------------------ --------- -------------- ------------ ------------------ ------ --------------- --- ------- ------- Lo 06th STREET - I --------- U) 00 lnr,+h QT MT --------------------- -------- --------- + G --------------------------------- ssa -------- --------------------------- G C--- G G G 898----- & 00 G G G ---—--- __5 — ------------------------------ ---————-- -——————————— 7:7717 --- --------- P4A — --- 9Z--------- ---- ---------------ZF ---G�� G p --FM G _Ci---------------- ------- - -------------------- G vm G ------------- FM 'rym_:777'_'�-- - --- &�- -,__ --- --------------- FM ------ FM FM 4-0 R I �m FM FM F 895 --------- -------------------- J_FM FM FM F 0 -------------------------------- ----- ------------------ lip _UI;T 51 "I - iz- -1::____ 4 � M FM Z6:, i I------------------------------------------------------------------------------------------ --------------- M -------- — — — — — — — — — - --- it ————--———————-- 7 T---- T - ---------- ---------- it ---- ---------- ---------- -- — — — — — — — — — — -------------- EX. 45' HALF R1W U) it ------- _j 5' NAE & DUE 0 - - - - - - - - - - - - - - - - - - - - + og W - - - - - - - - - - - - - - - - - - - - - - - - - 1- -- - - - - - it - - - - EX. 45' HALF R1W- - - - - - - - - - - - - - _ _ =5 — — — — i LLJ i 5' NA & DUE ILL it I - - - - - - - - - - - - - - - - - - - - - - - - - - - 7i - - - - - - - - - - - - - - - - - - - - - - - - - - - - _T_ 7 - - - - - - 10' DUEJ Lu - - - - - - - - - --- - - - - _ _\- - - - - - - - 20' LE- Lo - - - - - - - - - -A Ck it 10' DUE Z- - - - - - - - - - - - - - - - - - 20' LEE- _j C2- Step hen H. Jenison, ETAL Gilbert D Peaav L Ant o Fred 11 & JEEiij�n �room C. Dewovne WIIso_n 00 :5 _6 it Mark & Linda R ca_Rcana Le Pham Trinh it "S 0 W I I I I I �° \ \ \ I I I I / / //� i Q C) < cf) O CD c:) c:) c:) UL CD c� CD CD CD + c"I O CD CD + + + + + 0 Lo CD + + + + Lo 0 CD + + + I m C=) m + 00 U) CD LLJ 4zl_ Lr) C-0 co m C-0 to co I I I \ `'' \ \\ I CD m Co 140' DE Gordon B. & Jane Park Cutler Stephen L & Sharon L. Wbife uJ �o w REMOVE LANDSCAPING WITHIN 30' DUE Stephen L. & Sharon L. Mi WE RIGHT-OF-WAY ONLY AS REQUIRED Ravi R. & Eleanor Talwar REMOVE AND DISPOSE 0 uj �,10 FOR PATH INSTALLATION. > WALK Lu Giuliano & Brenda M Cacucci Gordon B. Jane Park Cutler OF EXISTING SIDE O'x4O' SIGN EA REMOVE EXISTING CAS71NG AND SALVAGE C 2 SEMENT Z - - - ------------ TO CITY OF CARMEL STREET LLJ L9 _j ND DISPOSE OF TREES REMOVE AND DISPOSE OF TREE REMOVE AND SIGN EASEMENT REMOVE A REMOVE AND 00 DISPOSE OF DISPOSE OF TREES Lij ------- TREES m - --------- ---------- YEMQVE AND Fnd r B9() Lu EX. 40' HALF RIW 10' NAE & DUE 10' REE JO' SE- INV 892.81---: - ------- 9 ------------- < DISPOSE OF -kX7 C) U) Z: ALF -7---------- ---------------- H ui --- ----------------------------------------- 898 UGT AND DISPa.� ------- --- �7, REMOVE A Lu - - - ---- —UGT- Lr) IDI 11 120 --m UGT 15'IPL 4 OF TREE AND B I I U) 15- RCF) C ------------------ 11GT------?X� UUTG �—UGT—IIGT ,T - --------------- + G w VV w -UGT_UGT—UGT�UGT UGT---------—_U4 ;T-- UGT UG1—UGT—'_ w Qj UGT UGT UGT UGT EX. 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Schultz I & Traci M. TaAor _Vi1_ria_m_Z_a_v@Fowman Gerald J. MGry Ellen HursT Patrick T. & Sherri M. Youngblood ui I Clarence E. Robinson Nicholas "olas A. & J c:) c:) c:) c:) c:) O c:) c:) c:) c:) c:) CD CD CD c:) 50 0 50 100 CD c:) c:) C:) + + + + + O + + + + Lo QD I**- + c%4 00 00 00 00 00 00 00 00 00 1 - - - - - - - - -- - - - - - - - - - - - - - - - - - SCALE: 1" 50' 1- - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- 7.5' DUET F FLOODPLAIN INFORMATION W GENERAL NOTES I Zhongmi hen LingLrrill Homeowners Assn. Inc. JO' DUE �- 1�1 (=) ;z 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE BY GRAPHIC PLOTTING ONLY, THE MAJORITY OF THIS TRACT OF LAND DESCRIBED HEREON CN 04 -YR. FLOODPLAIN) AND LD 9 0 PLANS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LIES WITHIN ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE 500 REMOVE AND DISPOSE REGULA 77ONS. -YEAR FLOOD) AND ZONE 'AE' REMOVE EXIS71NG CASTING, cy_ __77REE OF EXISTING SIDEWALK REMOVE AND DISPOSE 10' r_ A- - - - - - - ZONE Y SHADED (AREAS DETEMINDED TO BE AREAS OF 500 w DUE Lij 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE AND SALVAGE TO THE CITY OF CONFLICTS To THE ENGINEER PRIOR To THE BEGINNING OF ANY REMOVE AND DISPOSE_OF :S] - - - - - - - - - - - (SPECIAL FLOOD HAZARD AREAS BY 100-YEAR FLOOD) AS PLOTTED ON 714E FEDERAL > TREE - - - - - - - - - - - - - - - - - - - - - - OF EXISTING SIDEWALK EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, 10' DUE IN V.-884.07 V.-884.07 PRESERVE AND PROTECT TRE CARMEL STREET DEPARTMENT --------- 10, LE CONSTRUCTION ACTIVITIES. WHICH BEARS AN _I it i '1 11 : " , 1, � --- - . -—- - -—- - _� _ _ _ _f - C) . . . - - - - - - - - - - - - - - it -7 J. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES 0 0 -7 10' LE INDIANA, COMMUNITY PANEL NOS. 18057CO205F & 18057CO208F, 1-1 m 10' LE _T it EFFEC77VE DATE OF FEBRUARY 19, 2003. - - - - - - it 885 uj UNLESS SHOWN ON THESE PLANS. 7� MAILBOXES AND < L j 10' - -- -- -- - - -- -- -- -I-- - -- - - - - - - - --------- ---71-12"0 Rcp EX. 45' HALF R W LE it 11 - _ 4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILB it 14- J STREET SIGNAGE. EXISTING LEGEND T:�77=_ w 93__10' NAE & DUE - ------- -- -------- uu,— ui G GE GE` GE G - L ��---I="- -=-------------------- - — - - __---- _ ",A—8 j — G 5. CONTRACTOR SHALL PROTECT PAVEMENT FROM SCARRING DUE TO Lu �-T r� --------- UGI G G ANY PAVEMENT POWERPOLE 810 CONTOURS ---- -------------- --------------------------------------------- ---------------- -------------------- ------------------ ----------- 0 U) --------- ------------- ------ EQUIPMENT OR CONSTRUCTION PROCEDURES. --------- ----------- ADJOINER LOT LINE ---- ------------ DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. POWERPOLE W/RISER _w ------ --------------- ------------------------------------------- RIGHT-OF-WAY --------------- —- - -—- - - ------ --------------- UTILITY POLE w w SECT10N LINE PRESERVE AND PR61tcr-EYJ-SMG POLE, w L0 POWER W LIGHT POLE 69 T w ------- 00 GUIDE WIRE -------------- EDGE OFPAVEMENT + W W + + W ------- ABBREVATIONS 0 106th STREET DITCH LINE ------------ -------------------------------------------- -- YARD LIGHT - ------------------------------------- ------------------------------------------------------------------------ ACCESS & UTILITY EASEMENT ---- JCx24' AUE ELECTRIC METER WATER EDGE --------- ---------------- -------------------- APP = APPARENT EASEMENT LINE ---------- --------- - - ---------------------------- ELECTRIC BOX --------------------- . . -------------------------- - DE = DRAINAGE EASEMENT --- --- -------- -------— GAS METER FENCE LINE [WOOD] ----------------- :7�77:77 ------ ------------------------- ----------------— ------- LLJ Q) ----------------------- 6� - i --- - -—- --------------- --------------- 885- -------- DUE = DRAINAGE & UTILITY EASEMENT uj _—Z,777-777-7`77777 - -—- - - -------------- -------------------------- ----- ---------------------------- --------------------------- -------------------- c/) GAS VALVE x x FENCE LINE [CHAIN] --------------- ------- ---------------- -------------- ------------ EX. 50' HALF RIW DLME = DRAINAGE & LANDSCAPE MAINTETNANCE EASEMENT ----------------------------------892- w ------------- Z ------- EX = EXISTING GAS MARKER FENCE LINE [FIELD] •............... ----------- < E ------------------------- -- ------ 50' HALF RIW_ _x GUARDRAIL EX. 50'HALF R/W _y x x x x x x -- ----4�__ - FYS = FRONT YARD SETBACK WATER PLUG UGT— UTILITY GAS & TELEPHONE LINE E w X X X x X x x X X X IPL = IPL EASEMENT WATER VALVE /# I I x x x x x - - L'i U 0 u) LD = LANDSCAPE & DRAINAGE UGE UTILITY GAS & ELECTRIC LINE X X 5' NAE WATER METER wry 5' NAET LE = LANDSCAPE EASEMENT UTILITY GAS & FIBER OPTIC LINE I I 1 0 UGF 5' NAE Pin wl Cop Fnd LDSS = LANDSCAPE, DRAINAGE & SANITARY SEWER EASEMENT FIRE HYDRANT G — G GAS LINE NAE = NON-ACCESS EASEMENT E TELEPHONE BOX z il� I -WAY (D TELEPHONE MANHOLE— w WATER LINE _J� R1W = RIGHT-OF 0< �17 01, x (1)0 SE = SANITARY SEWER EASEMENT __C61 TELEPHONE MARKER FLOODWAY LINE -1 x a_ FM FM SANITARY FORCE MAIN cc -u 0 L'J Windsor Grove 11 Homeowners As SUE = SANITARY SEWER & U77LITY EASEMENT am STORM INLETS U) SANITARY CLEANOUT STORM SEWER WITH MANHOLE UE = UTILITY EASEMENT Windsor Grove 11 Homeowners Assoc.. Inc. WE = WATER EASEMENT . SANITARY SEWER WITH MANHOLE ri�C-4 4' SIGNAL POLE = PIN W1 CAP FND STONE WALL TRAFFIC MANHOLE O = IRON PIN FND SIGN TREE LINE = MAG NAIL FND CL MAILBOX TREES & BUSHES U >-LLJ 0 = HARRISON FND SPRINKLER HEAD z I @ = BRASS PIN FND SHEET 201 LVA u Lo T T 7-7-7 dif _j w Lu UJ DIRT GRAVEL Li z tit E::�ASPHALT ��CONCRETE Lu W W uj 0 Q.V)Q _j W x D FD E:2 O O O O O O O O O O O O O O � $ O O O O O O O O O O O + + + + + + + + + + + +O + °� N 00 O O O O � O O O C3� O O O O o q O r r r e"a ° N U = I I � Em :6W4 I . E�> w w w Kinasmill Homeowners Assn. Inc. � 30 DUE � I Thomas W. & Bonnie G. ilev REMOVE AND DISPOSE I I PRESERVE AND CN o OF EXISTING SIDEWALK I PR07ECT POWER POLE O - - - - - - - - - - - - - - - - - - L - - - - fi - - _ � p W 1 - 10' DUE 40' WIDE BY 60' EASEMENT TO CONTRACTOR TO PRESERVE / W Uj - - INDIANA BELL TELEPHONE AND PROTECT EXIS71NG FENCE / m Q Q W - - - - - - - - - - - - - - 10, E _ - - - - - - �- - - - - - -- - - - - - - - - - - - L - - - - - - - - - - - - - - INSTR. 120000034178 O 0 �- 10' LE ; REMOVE AND DISPOSE OF TREE / / EX. 42' HALF R W W Lij Q Q � - - - - - - - - - -- - - - - - - - - - - - - - - - - T 40' HA __-- _. x x x E x R/W FOR PASS/ BLISTER x x x x x x x x X x x x X x x x X x x x - x x x X x x x x x - x x ac - - yr�—yr W --_--- --- _ - -- Cn O • HALF 0 PASSING R W uGG G uce uce G GE G_ G -- a G G G - G G -- G - G G G G G G G G G G G G G G G G G G G G G G G G G G G '�d�� G G G G G G �../ ~LLJ w' _ If lip RANT TO BE RELOCATED ' n —'nn end l n _l�n _ln _inner - ----- EX. 20' HALF R W PER SHEET 402, THESE PLANS _ AGE-- ,- • ---------- -------- ------40`iNIDEEA�7EIV?-TO-AODIANA�'A5 o QG� dG� /f" —�sn es d�sE —79n- i =-�-=+F �1 J --- INS 20010 n - -- -- = ------ ----- O -- - -- - ------------------ 0010065 w - - ---- ----------W---------W ----- -- ------ --- --w--- --�— -- -- - --- ---��n ------= -- w w T -__� -_ZB"�.O.T,�,-r�.u.�,i9� 4r/ `�„�`�� «� � I I I Z -�v----------w- -w ---------wY�B-�_-�- w — a•�,_ 4-ate —{ , ,� --_._ -.-_�— —�� Inn --'�-".��-1 `� - --�,--- - ` -}- W -- �, w w w `w — -- -- 9 8 Q -inn--19-_inn + - - - - ��r i - - - - - - - - - - - - - -- 06th-STR - - - - - - - - - - - l�n - L FSn O 00 ------------- ------ =--------------- ------ ------------ ------- -------- ------------------------ -------------------- _----------- -- -----___------- o --- -- _ - Sao -------------------- ----- - ------- ---------- ------ - - _ - - - - _ _ _ - - F— �� = w/ Cap Fnd - - 79 - = = __ --- — _ C \ 6 a - w w \f r �\ - - -- - 1 _ --- - - - --------- - cr - /� ----- EX 50'HALF R/W SQ-_HALF R�YV ____- _ -- _ ------- EX. 50 HALF R/W ~\ Q l __ -- --- - --- - --- W_ O _ - '- -' -- � - �'r.-.r.. +-tiirar.r � � �as-rear a .ir s-a•-mar:-r.. rd -rIG �a --- - -- -�--- --_'----_ _-- - -- - x x x x x x I 11 / \ J !` I x. - x -- X x - x x x x x x x x x x -- ---__ _ \ _ — � \ Jx � � X L —i 1 - -� - - _��E7G 65'HALF R/W ` - = - 1_ I X x — _� ti-�- J O J 5' NAE i 11 1 i Co J °C �. /,. ? 5' NAE 5' NAE x x x x X = r -' w .5 I ► ,t I I 11� 14 5' NAE w aa7- 10° CL Windsor Grove Homeowners Assoc.. Inc. 11 /11 I. 10 II � 1;11 I' >�.' I C9 II I 1-f' Windsor Grove Homeowners Assoc.. Inc. I ;._ e k it - -- 886 10 1l) J CO CO 0 Q w Z Ur' U o 0 O O O O O O O O O O O o 0 0 O o O O o 0 o O o o O o 0 0 + + + + + + + + + + + + + + O o M LC) Cfl ti 00 O O �— N 00 � L0 C� O O O O O O O O r r I, Ii .I r r r r r I i Ir r � I I ° w co it 0 Z x I I I 2' NAE 1 1 I I m 2-75' STATUTORY\ ° 1 1 I I Donald L Wilson U � , I I \ 1 I I � I I Dave Sharon op ins Joshua reedman net R. h r � ° o EASEMENTS FOR \ n, 1 I i � \ R I I I a i i Q I Joshua reedman & Janet Shary I 1 ` \\ BP Devleo ment. REMOVE EXISTING CAS7ING AND SALVAGE TO I Q �1 LEGAL DRAINS \ f I �\ \ 20' DUE L U \ O x 1 ;1` 10' LE THE CITY OF CARMEL STREET DEPARTMENT. � I j 1 W I 15'DUE - P ESERVE AND PROTECT REMOVE AND DISPOSE TREES O \ ;; I1 \ ; {.• 1 _:.• 'I 15' DUE I g63 O L - - - - _ - - - - _ - - - - PRESERVE AND PROTECT i I POWER POLE AND GUY WIRES. 864 - J �J omas W & Bonnie Ri ev rl Q \ 1 I 1 \ POWER POLE AND GUY WIRES I I I I - ; _865--, W o 3 N \ 1 n p r, \ - _\- EX 65' HALF R - - - -`- -- I I I w 1 EX 40' PRESERVE AND / Q \ ` �� ;. \\ \ ,' : - I 15' SUE Z 15 VUE HALF R Pin w Cap Fnd m O J1 PROTECT MAILBOX Pin w Ca Fnd h''� ! • >� I, "1 \ I - •W / P " / W t '`.,\\ ' NAE - - - - - - - - I I - - - - _ .. - -862 W 4i= 872 - - - > 1 TREE 2 ao---------- -- -=W EX 42' HA w _ , • W Z W ' a LLJ o 8'/� ----- EX 40' HALF R - E O - - - . r- O / d ---FM - _ - M FM _ FM ---- /n VE AND DISPOS � �fy1 =Wit\. FM — -�-� -- - —�!- _ _ s s \./ G G -ly\'1 G -— G G •1 F- —FM., Rd--" s ;----•0_ =_ FM FM - - = _ _ '----- -- r' ------ •; �../ 1J ^ Z . \ Harrison Fnd , FA ------ FM _- FM \ - . . H = - FM Fb1 F E- -d- 0 \ --------- ------' \ FM N 3 - - -- --- / ---- -------- ---_----- . ._, . . c9 O _€ate- = FM_ -�-_ yr Fri y ------ -'- _ it LE j _ __ �° ------- --- --_ ----- - - --- - ------ - -- - _ - - -- -- -- - -- - - --�-- - - - CD --------•.._ / 84 w :� w :w w -- w-��— w w w �-Q--.ice` ;4�3 --�-------------- -- -- � - -- ----- -864- ----- -- -� ----- O + w w w —r w w w Vr.. _• w �--- "—��i w W--- --- ----Lw _W--- �_ --- _� �' -- _-- NO --W6t E - - - - - - - 106th S�fREET o� f M ' . In \ F r inn n Ind• 1 _ _ Inn- - 6 ion __ _ - inn . , , inn-=�—Inn •'`- .. --------=--- ---�=--- ' fM \ ion inn l_nn —inn— -- -� -t fa,- :�,___ - - - -T---- - -- _ -Y^ -- -�--- -�-�-- - FM N� --------- - ------ - f - - Ian �--.__ inn inn ��p _ Q -- - "� - --- - - - - _ - ----- - c--- ------- a`-^-- _ ------ -- - -- -- ---- --- — �+• - �J ---------------- ____°___________`-___-_�_ _`_=='==0= _ 1-- _ - Inn -xkr ","m-�,-: :_-----FM FM.. F -FM... FM -FM - FM ,FJ,4 --F �M FM FM FM FM •• l�-_ �•..-_ si-'---------_'--� ------° -==c=v=-°' --__---'------_-""-'-'-- -- �_ � ci' \F '—t--�lnn ---t97i _ ------ FM -- - - f�? i i � "'Fi FM � FM FMPIMn ' - I __----'+ --`-•- \-_ - ..1 FM FM \FIB —(F FM FM 'F�� M —FMS--,fM Fpl"'—r�M. .FM FM -Ian - -E� FM .. ------------��1_ i u - -- G -- - - s''-"- -I \ G I -=_-- --- - --- - �'�(,. . e. veI__ -'GT- ucr� u GT I G G - G G G `� 864 _ n ` \ 3 \ 8 '� n e++- -+ G e G 1, nEX. 40' H R inn 1 ___________________-__ �t^ G • ,� _ ♦ - - -- ' '------- -, ? 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Inxl`, I- 11 W I I John Wade & ara L Davis I Woodh°II' �1 fll Windsor ov mow er s c. 111 I \ \ 1 Z I I W \ John Wade & Dora L. w Nicholas Kes ner \ \ 1 ° \ \ \ I II \ \ x I I I I \ \ ❑ it I' 1 ;' °0 0 0 0 °o 0 0 0 0 o r BENCHMARK INFORMATION r N M d' Ln Cfl ti, �0 0 50 100 Oro 6J N N N N N N N N TBM#1 � r r r o r r Mag Nail Fnd in Sidewalk located 55' SW of Power Pole and 51.3' SW of Storm Manhole. \ \ f I SCALE: 1» = 50' Located on the App. Ex. R/W of Towne Road. \ \ / ZONE X' SHADED I Elev. = 878.76 ! I q I Approximate Delineation of Flood --- -- ZO'- I ZonepY Shaded per Floodway Map \ \Q' #18057CO205F for Hamilton County \ `� ZONE 'X' VARIABLEAUE-"�I GENERAL NOTES FLOODPLAIN INFORMATION i.•___ 1 Street ne I I r r I \ JP Effective February 19, 2003 / 'n 1 O Cr ick If I Inc. Mary Ruth Blitz \ CN 1, CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE 0 1 I REMOVE AND DISPOSE STUMPS \ _ \ I x PLANS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL BY GRAPHIC PLOTTING ONLY, THE MAJORITY OF THIS TRACT OF LAND DESCRIBED HEREON z a , I \ -- ------------------------- - -------- LIES WITHIN ZONE X' (AREAS DETERMINED TO BE OUTSIDE 500-1R. FLOODPLAIN) AND g O - ---�- ----------- REGULATIONS. cn REMOVE AND DISPOSE TREES I \ ��50' FYS LJ,J ZONE X' SHADED (AREAS DETEMINDED TO BE AREAS OF 500-YEAR FLOOD) AND ZONE 'AE' s � I REMOVE AND DISPOSE TREES I I I I \ \ 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE --- ---------------------------- ---- \ PRESER AND PROTECT W CONFLICTS TO THE ENGINEER PRIOR TO THE BEGINNING OF ANY (SPECIAL FLOOD HAZARD AREAS BY 100-YEAR FLOOD) AS PLOTTED ON THE FEDERAL 45 FYS ;- \ C EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY Q _,____f------e _-_______ _ -___-- __ _ _ L- 35' FYS CONTRACTOR TO CLEAR WOODS 15' SUE \ \STONE P RS = ONSIRUC110N ACTT VI7)ES. o' 1 c - =r \ J. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES INDIANA, COMMUNITY PANEL NOS. 18057CO205F & 18057CO208F, WHICH BEARS AN W - I` �, ' 1 - - - - - - - - �- - - WITHIN RIGHT-OF-WAY FROM - - - � - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - EFFECIIVEDATEOFFEBRUARY19, 2003. UNLESS SHOWN ON THESE PLANS. L - W " r 1 - \ Lw PRESERVE AND PR07ECT ALL MAILBOXES AND k I STA. 120+75 TO 126+25. \ EXISTING LEGEND o - r 1 -- l • 1�EX. 40`_IAALF R1W- -- - . -- -- -- -- -\ -- -- -- -- -- EX. 40' HALF R/W -- 4. CONTRACTOR SHALL � I 1' -�— =! -r STREET SIGNAGE. (n ACTOR SHALL PR07ECT PAVEMENT FROM SCARRING DUE TO P ;: ;= i I 5 CONTRACTOR o h^s,';' ----__-_-- ----__ EQUIPMENT OR CONSTRUCITON PROCEDURES. ANY PAVEMENT -4- POWERPOLE - 8t0_- ---- CONTOURS - - ------- - --- - -- - _ _ O DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. 6�- ❑ ❑ t ❑ - r s,, p . _-------- __ _ - _ _ + - POWERPOLE W/RISER — — ADJOINER LOT LINE - '`� LO- UTILITY POLE RIGHT-OF-WAY 1 h STREET �6 106th STREET `e s s ;- LIGHT POLE SECTION LINE o r n X10 )0 - - e- - -� - �' - - - - - - - - - - - - - - - - - - N GUIDE WIRE -------------- EDGE OF PAVEMENT ------"= -- L- - -----------��------ 86+� sB �� 661 --- ------------------------ --- `Er- , c� --------------- -�-- ---- - --- — Q }-W--------- - --- r N I w w -�==-w w -- w; w'- �w w G c w :�' c w __�-�W---7- -c- - c c% �w G - c "� c c w G :�" w G AUE = ACCESS & UTILITY EASEMENT Y` YARD LIGHT - DITCH LINE FM FM Ft .. FM m FM "----- - ': ' -- - -- - - - -,=-FM —FM —FM ."�'—FM ELECTRIC METER WATER EDGE w - - .r;,? �, )FM' FM —F ,�, -____ ____-- ;' - i� FM ---FM --FM FM FM ---FM Q APP = APPARENT Cf) U) FM /✓ -`F'�r I F FM M --:F-�M'-•�-`—FM —FM Fes% FM FM FM FM"FM �-FM FM •— -FM --FM M FM --F�"� •�- M FM FM =T-FM FM FM; FM FM FM —FM ='FM FM —FM DE = DRAINAGE EASEMENT �i ELECTRIC BOX EASEMENT LINE V J FM FM - FM FM —FE1 \,• \ FM ✓ M M F .__ Q ti I ;; ------- <--------- ---- _ .-- ----------- ___--_ __—�J.{-- --fhY__ - '--=�_ _=�-_ ._-= _.--- ,�•\i FM FM;;—� 6FM- FM F1d_�__EM- _L -.-__- --_ --_- -- _-_------- _ __ - __ c !l ❑ ❑ --- - _tea,- Tv FM FJ, t � .rp'�-FM —FM F _-- - __ _ - - ; U) DUE DRAINAGE & UTILITY EASEMENT GAS METER FENCE LINE [WOOD] _—_ :7•�� 1�liir s : _——� _—_—t-a airsi? � �\ � —w a--— --ter—+«� -� - - `——s—aT- [ J —�� r- onX x -�„� 1 x 1�n � ,, v'�j / __` _ _ x_ - _ _ _ _ _ � _ - - - -x- - DLME = DRAINAGE & LANDSCAPE MAINIETNANCE EASEMENT y=v; GAS VALVE x x FENCE LINE [CHAIN] W EX 40' HALF R1W X X --� �n--�i inn lwr-'" /' 40 H E O 1 __/�--„ \ EX. 40' HALF R/W / / - 0 -� l�n innE �w___. \ y \ EX = EXISTING GAS MARKER FENCE LINE [FIELD] / \ // en -Inn �n0i DITAIFTA�iL;-1ANDSCAPI Inn \ \ W FYS = FRONT YARD SETBACK w N Z o _====;5; Iron Pin Fnd Pin w/ Cap Fnd / 1 1L`-�\ I� 5' NAE \ YiV WATER PLUG UGT GUARDRAIL ==- z \ \ / i t /Q \ SIGN & WALL EASEMENT \- - 1PL = 1PL EASEMENT s i rn II 40' FYS / 1 I J 1 I \ J = WATER METER uGE UTILITY GAS & ELECTRIC LINE V) I_ oo W I i l ° REMOVE AND DISPOSE OF EXIS71Nv FENCES \ / I I / w \ I \ LD = LANDSCAPE & DRAINAGE / \ / > \ WATER VALVE UTILITY GAS & TELEPHONE LINE o = Z I I - - 1 - LE LANDSCAPE EASEMENT co J�j 3 I p it --------------- -- \- ------------�- - -�--- --I 1 I I I 1 — — — T — — — — — — — — — — \ �- i � 1 I L �- I 1 I = LDSS = LANDSCAPE, DRAINAGE & SANITARY SEWER EASEMENT FIRE HYDRANT uGF UTILITY GAS & FIBER OPTIC LINE ® TELEPHONE BOX G G GAS LINE o Q o ~ O I I I \ / / // 1 m I \\.\ \ �-- R/W RIGHT-OF-WAY (D O 7EIJ PHONE MANHOLE W WATER LINE L'j J,�µ a a Q I I h I' \ / SANITARY R EASEMENT I � I � \ ' � r w � I ,it w jN N 1 II 14 \ \ / / \ Q SE = S SEWS - . TELEPHONE MARKER - - FLOODWAY LINE v cn ..o rn 1 \ \� \ / / / 1 1 I SUE = SANITARY SEWER & UTILITY EASEMENT W STORM INLETS FM FM SANITARY FORCE MAIN Q ��NN 1 1 \ 1 \ \ \ 1 Marcia Jav / / i 1 a w Q 1 I / \ UE = UTILITY EASEMENT "� �Q o _ Y \ ❑ \ \ / / Q x WE = WATER EASEMENT SANITARY CLEANOUT !__'*.-=____ -__=_=_= STORM SEWER WITH MANHOLE _ = S x=====_______=________ _____________ SANITARY SEINER WITH MANHOLE t \ a andra J Dieterle / Z 4, 1n mere Homeowners Assoc.. Inc. / \ ® PIN W/ CAP FND ' SIGNAL POLE Z d \ \\ I \ / I / © = IRON PIN FND TRAFFIC MANHOLE STONE WALL w w is: \\ \\ \ \\ Gary Karen L. S� humway I / ® = MAG NAIL FND "' z a \�\ \ \ ° \ / ee, � LIJ Z- \ `\ \ \ \ SIGN TREE LINE rn no un d h N o �'w o \ \ / / ' I / O = HARRISON FND MAILBOX �. w w w TREES & BUSHES 0 = BRASS PIN FND SPRINKLER HEAD 202 X�of� 0 ASPHALT OCONCRETE GRAVEL DIRT SHEET O O O O ° O O O O O O+ O+ O+ O O O+ �j Cfl ti 00 O CD � � O N N O CIO C M M M M M I Iv N ZONE 'AE' / // I c rn O,m \ -- - o / x cil F"�aoi o w -, ZONE X' SHADED — / ZONE 'X' I Approximate Delineation of Flood v A N -- - — - — \ -- % i Zone 'X'(Shaded a er Roadway Map M \ ;( \ rooked Stick of IUb InC. _ o �P � ., \ — _I_ / I nc - Ac An rea A. eltner Effective bruary 19, 2003 onald R Kathleen A. unbar #18057CO205F for Hamilton County C:) Fric D. & ° ZONE X' q0� '� �� CONTRACTOR TO PERFORM - - - - - - Approximate Delineation of Flood I o ' CONTRACTOR TO FlELD C%4 OF -` / \ CLEARING OF WOODS FROM Zone 'X' Shaded per Floodway Map REMOVE LANDSCAPING INVESTIGATE AND DETERMINE REMOVE AND DISPOSE I Crooked i \ 0 z O -------------------- /� -__-_� EDGE OF PAVEMENT TO Approximate Delineation of Flood #18057CO205F for Hamilton County I ONLY AS REQUIRED FOR INFLOW AND DISCHARGE OF ric n rea A. etner I OF EXISTING TREES AND ZONE X' W f•- --� / EXISTING R/W FROM STA. Zone AE' per Floodway Map Effective February 19, 2003 INSTALLATION OF PATH. STORM STRUCTURE REPORT BUSHES M w C) W 50' FYS REMOVE CONCRETE PIPE / 127+25 TO 131+60. #18057CO205F for Hamilton County REMOVE AND DISPOSE INFORMATION TO ENGINEER I I PRESERVE AND PROTECT Q W END TREATMENT. „"' / Effective February 19, 2003 OF TREES. I PRIOR TO PATH INSTALLATION. PRESERVE AND PROTECT EXISTING INLET. W > C) 15' SUE PRESERVE AND PROTECT / \ I ayd & Ahce A. Hovde EX. 40' HALF R/W = PIPE TO BE CONNECTED T0. _ - ----- t----`------------------------------------- ---- --- - POWER POLE W Q (� 55 ----- - -- x :_ ;; .- 9 — — :ate" = 8 0 _ - - -- - '8 X x x -�� 'r+• ry 5 W EX. 40' HALF—" -- _ -- `- - - ' - __ - r -- _ 0" p rh k_ _ T - 6��- -- � \' -�� 5__-.M \ ,1 © ~ ?r r` N" w W --f - f J W _ W s I d� i I I f _ 6' w Z - - - ucr--- c1GY G \� O • O !O � I I' W '(1G D I CD 863 - - _ CN -\3-' -UGT UGT UGT UG- UGT UGT— — UGT --_-- _ --- — �! UGT - �L ------------ • ___-_ UGT ___- ...a......__ ----- -—_ --` — — _ - UGT - UGT UCl" T�UGT UGY� T,� _ V6 ' UGt -- IiGT y-� t -_ UG'Y—i--llG7____ _______ ,�-a,,,•�—�— � ---- --- �---_ _ — f t TFIEET 1 N ---- - 06t T h S T � � � -- ---- -�--; ---- --- --- - - - - - - - , r� ----------------------= r� =-- t_'t£M__�- FIp ��- rorFM -� S `jam Q Z N " --- ---- --- --- --- _ __- -- ----- _ --4----- --- ;i +--- ------- ---------°- -------- - - - _ - - --------- =-------�'--- ---�-�'.-- G G �--=— G G G G G �---. .- c-��... �� G G, - G - FM ------� ------- -(, W -j— .,W - W W --- W G - F#.1 _- EA! --- ---- ----'----_ _ -----_ " W :p --�M M M —s —=-FM FM FM FM FM _FM- - �^ -- - -- - G G G - --- --- - — - �M ur��- -__FM_--- F#- "f•M Sb FM FM FM f•b4- Fed." FM - FM FM FM FM FM G FM G FM GFM F-- _ - ,_ - U s FM-c�g F#E--8 F FM-�-ffM 'FJ,d faA FMI'� FM G F --Ftii ' F „- FM F,M'-� `" FM FM FM F_M-_-_-_" -F# FM FM —FM FM FM FM fM ------- FM_..�- - b} �`FMG FM G FM ` ,-."-F --n;.�-�"' FM_ ~_ FM-----€M _ _-- __ _ _ _ 6��- _ __ - -F'Ffi-- - FM-� FM —tc FM �1 —� _„-��.. - FM I - -- / - _ V J =, r FM — T •.,, __ - _ -- -- -- -- ��- -- -- r �l__.___� �w_ _-=-_ - EX. 30' HALF R/W O M -FiT F ; Q �.., 0 -- -__� ___=______= __- 2 20 DUE R - - _ L1 I EX HA DUE / -- - �;• ----- ----- ---- ---- -- 867. 30' HALF /W --------------�� ------- ---- - --- -- -- --- --=------- _ 20' DUE EX 3 HALF 3- i - - - - - - - - - - - - - - - -- � - -- o ---- �__ -- - _ - - - - - - - - - - - - - - - - 20'� R W ` -.�y •� I t �� r •, 0' DUE � W ♦� x- - x'�- --x--- X x--� x _�- --x � - - - - - " - - - - - -- - - - - - - - - - - - �- - - - - - - - - - - -1- - - - - - - - - - - - - - -� 1 i i it a - - - L I I I z I"� EX. 40' HALF R/W 41_� / EX. 40' HALF R/W I I f \\ i i II ¢ / I I CONTRACTOR TO J O - 25' DUE I I II r / PERFORM CLEARING OF W 5' NAE _ _ _ _ _ _ _ _ _ _ \ PRESERVE AND PROTECT \ I w ul II W I I I WOODS FROM BACK OF = C LAJ - - - - - - - - - - -L - - - - - 41 / _ _ _ I I-� \\ U O z - - - - - I %%' I I \ `;;,\ EXISTING MAILBOXES. I I l`I I I I CURB TO EXISTING R/W -� - - - - - - - - - - - - - - - - -I-I I \ \ t" p `� I— 1 uj _ - - _ - - - - - - - - - - fi , I I I Q U Y a I I + -J Ld cL / I \ son M. Stic<ney O I I I I Glen A & Cynthia S.� nc \ Sanford nrrl Janice L. an I I rl�m M. owlet W w \ Charles ^^tt & amela Ann Vore_ d N I I I (100 o z Ur v o 0 C) O 0 0 0 0 ° ° o 0 0 C) O °o 00 0o O o O o 0 + + + O LL o O o ° + + + + + c i � o O U7 O + + + O ° N � o M dam' � o w o Approximate Delineation of Flood 1 wII � � v I Zone 'X' Shaded per Floodway Map Z'` 18057CO205F for Hamilton Count U o ao # y rooked Stic of Club Inc. ZONE AE' I a ;! Q e« g.4 - ,_� Effective February 19, 2003 I ZONE 'X' CONTRACTOR TO PERFORM CLEARING OF g44e.< „ \ Sexton Deve opment LLC WOODS FROM EDGE OF PAVEMENT TO EXISTING W \ REMOVE AND DISPOSE ` \ `• cF. !� I�;S•; \ � AND PROPOSED R/W FROM CROOKED STICK Y I „ LANE TO END OF THE PROJECT. REMOVE AND DISPOSE OF OF TREES. w � / O \ PRESERVE AND PROTECT EXISTING METAL FENCE. m \ O o ZONE X' SHADED POWER POLE AND GUY �� m \ / L, I REMOVE EXISTING INLET AND \ WIRES '� 3 11"", U PIPE. SALVAGE CASTING TO \ ` _--- -_- ` 4k a �` W z W co ° a c Er I THE CITY OF CARMEL p _ Q STREET DEPARTMENT. EX. INV-'1351.45 1 EX.``40' HALF RA (/) cn o o :052 f, ' ..T.. •� �.� W ^ a Z EX. 4f1' HALF R N?. I / Sp -FM FM FM YM FM FM FM —FM FM W • fTA KM FM " N ? o __ - FM -,•--FM,T�- FM' FM FM C� - - _ - f_"_ .--- - .r '� FM- -FM FM FM FM FM FM FM FM --�� ° \ LU I � - MJ T - 0 �. - OH h `7 �� - H ±- _- 0 ro E M r'� 0 PI` w - M w - - LO W -- �!�' - _- _ W •_'__-_____•__ \ W'-- W -— —X't•W' X _.x_ _ �� OHEI U- t UST 7 -sue --�" W _ -'---- W $ W W W X'W X X - y ` x OHEl�tE - OH- r -- -----_s.. ------- C GT - - _ -=1_ J .--- „_., _---_ ___________________ __-- -_______ __-,_,__ _____ _ _______-___ - �-- UGr Y -G--"T uGT - r O ucr 842 ---- _ -- - - - ------ - -- --- -------��_� 1. '-- __ �. - — UGT UGT __ _uGT_�— --`11G7`. — — ---- „'_---- }.,� Uz —r"— G7 T` ,/'� — L6I .1JGT L6 S�. - --- - - -r--'� FM v o0 . • W X r- - ----- T- -�- h o h UN, - - - - EeT 1-ACth�TR 106th TR RO _ - - - � r' s 1 t9 -----ice--- ---- --- - --- ----� '�_�--�- -_- - - --- ----- --------- --- & G G G $1 ---- ---- - ---- / __ _ .� .......... — spl Ry .• 1 ., .,; ;; -\` !Y; __----=_ .-- -- -- ---- -_-- - ---_------- - - --- --- ---- - -- - !✓ FM X - - X --X'" � G � L� �% M Cz � G �� - _ ---- -- : _ = EX. 30' HALF R/W — -- -- f-='-_ -- - ------ CL -_ - --'F FM —FM F -- =^� -- __ .F#--' _ --- '-�FM FM F —E14- n� �: -�M�-H01 Fir - �}� FM FM FM FM FM —'-_FM"FM � � - - .' M'- - - M- FNI-- -_-_-_-F!A - FM.-_"- _.}.- - •� �� --�E�t� �- FM FM FM FM M FM —�FM FM FM FM FM FM FM F }-- -- - - 2 '-- -�-^-\ - ---- }NI-- FM FM FM FM ---FM FM FM FM FM FA1 FM - =-- EX. 30' HALF R/W -- 838 =' t - - - - -20' DUE 40 HALF ____--- X R/W EX. 12"0 W 20'.DUE - - -- -- --- - ---- *•" 837 .� -= - - - - - -- - - - - - - - - - - - � 1- - - - - - - - - - - - I z - - - - - - - - -- - - - - - - - - - - - RELOCATE I I J Approximate Delineation of Flood oy PRESERVE AND PROTECT / SIGNS PER SHEET 403 EXIS77NG GUARDRAY_ OF THESE PLANS. Zone 'AE' per Roadway Map / I X-- - - I V m I ZONE AE' / #18057CO205F for Hamilton County �.._ J U I I 'SqO� \ Effective February 19, 2003 I Q � I O � I Q I I a n c v We-OF Iverson �---[sao] �--[e�] [aao] -[aao] [eao 7--- C e�]- --[eao 7 [aao -- ZONE 'X' I I I ZONE 'X' \ I,g ery A Nancy reenbera / \ _tenhen R. & Eliza e h IODoef I I nhn & oris Lee Latona Approximate Delineation of Flood lex & Luba alaban I I Zone 'X' Shaded per Floodway Map \ #18057CO205F for Hamilton County \ \ I I I Effective February 19, 2003 I 50 0 50 10o BENCHMARK INFORMATION 0 + + + ++ 7BM 12 Lr) � BRONZE DISC; HENDRICKS COUNTY GEODETIC CONTROL°- ON SW WING WALL OF 1st ti r- SCALE: 1" = 50' BRIDGE W OF "CROOKED STICK LN° ON 106th STREET,• t1' UP FROM END. w i i I ELEV. = 849.94 I o I I I o ; ► I GENERAL NOTES FLOODPLAIN INFORMATION I 0C I I I I i a I 1, CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE N w ex on eVeloDmen C o I i Q BY GRAPHIC PLOTTING ONLY, THE MAJORITY OF THIS TRACT OF LAND DESCRIBED HEREON � PLANS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LIES WITHIN ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE 500-YR. FLOODPLAIN) AND ° REGULATIONS. ZONE X' SHADED (AREAS DETEMINDED TO BE AREAS OF 500-YEAR FLOOD) AND ZONE 'AE' s Laj I 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE Ld I i O I CONFLICTS TO THE ENGINEER PRIOR TO THE BEGINNING OF ANY (SPECIAL FLOOD HAZARD AREAS BY 100 YEAR FLOOD) AS PLOTTED ON THE FEDERAL o m I CONSTRUCTION ACTIVITIES. EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, COMMUNITY PANEL NOS. 18057CO205F & 18057CO208F, WHICH BEARS AN i I J. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES 003. UNLESS SHOWN ON THESE PLANS. EFFECTIVE DATE OF FEBRUARY 19, 2 t W ='I I 11''. 4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILBOXES AND EXISTING LEGEND U o• W __ _?��____ ===____ _ r UG UGF HALF R/W —r- TO STREET SI 4 ,--=.FM M FM - ,-T„�- —FAQ —FM---- —FA4- —FM--- —I 5 CONTRACTOR SHALL PROTECT PAVEMENT FROM SCARRING DUE - 0 U) FM �FM —FM FM FM _. ------------------------- ------------------ CONTOURS 3 ° �m \\ ry _ - - - - EQUIPMENT OR CONSTRUCTION PROCEDURES. ANY PAVEMENT +_ POWERPOLE — F CD I - DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. — - - -- oHE H -�" _{ POWERPOLE W/RISER — ADJOINER LOT LINE \ ._� n RIGHT-OF-WAY '� - --- Ei - - -_ - _ ---- _--- LIGHT POLOEE SECTION LINE AY _ ZZi 45' EX. R/W 1 1/2" w I 3/,1„ 8/`l, 3-0" 3'-0" 3'-0" n VARIES 10' MATCH EX. GRADE ,,, AT BACK OF CURB EDGES TO BE SAWCUT AND FOR PSD TYPE A FLOW LINE CUT OFF WALL a / 3 50' PROP. R/W ❑❑❑❑❑ ?;0 ° VARIES 2' 1 ' '�[► OF PSD AVED SIDE DITCH pp CLEAN OF DEBRIS AND LOOSE a O a VARIES - _ ❑❑❑❑❑❑❑ 2'-0" 2'-0" - O ------- ---- -- 2% -- -- - -------- ---w 1 HALT BEFORE PATCHING O C wv - co MATCH EX. GRADE TYPICAL PATH SErTION DETAI 1 `" al -- -- ...��'"`'' °' .� °'�, 9'-6" "U° BAR � I � � � _ MATCH EX. GRADE z ❑❑❑❑❑❑❑❑❑❑❑ - a ' ° D 5' OR o a M No SCALE) - o d, u� a (SEE DETAIL) 9'-6"#4 "U" BARS - STA. 10+52 LT. TO 17+50 LT. _____ ,- AT EDGE OF PAVEMENT F ❑❑❑❑❑ ❑❑❑❑❑❑ -y _ 5'-0" BARS, 6" c-c 3'-3" -I Z GREATER SEAMS TO BE IRONED c e� �I �1 1 _----- ------ w a, ti .� (SEE DETAIL) O 5'-0" ,{4 BARS TO BE ev rs v' ❑❑❑❑❑❑❑❑❑❑❑ ; ¢°, 0 c (SEE SECTION A-A) A 8�-� BENT AS SHOWN U) m \ \ rA ■ [� W w I 45' EX. R/W— ___ TYPICAL PATH 4F�'•TInN f1FTq 14 ❑❑❑❑❑❑❑❑❑❑❑ I F- rrrrr rirrri%r'i BITUMINOUS PATCH A VARIES 10' 2' - - -------- d• w (NO SCALE) _ ❑1:11:1❑❑❑❑❑❑❑❑ CUT-OFF-WALL_ FOR CONCRETE PAVED DITCH SECTION A-A D , , , r \ \ i rr rr ,, ri \ VARIES MATCH EX. GRADE MATCH EX. GRADE STA. 114+25 LT. TO 120+50 LT. e� '" Cq = '/ ii it irrr/irrr // -_4J ❑❑❑❑❑❑❑❑❑ NOT TO SCALE -� �� ; ;i ; ,r rr 1.5 BITUMINOUS SURFACE #11 ON _ __ �' CO ,� i��rrirr riri��rr ��/ 2.5" BITUMINOUS BINDER #9 ON AT EDGE OF PAVEMENT CO �wr I I \ rrrr rr r rrr -�% --- Z ❑❑❑❑❑❑❑ ~ r�--� r'r' i 12" COMPACTED AGGREGATE #53 --- 2% T MATCH � rr i 3'-0" PSD �1,-6" m Z j/ iii�iiir ii/�i \�i\ MATCH EXISTING PAVEMENT IF GREATER ° ❑❑❑❑❑ TYPE "A" (12" PIPE) i%ii + ri%,ir Q O EX. GRADE TYPICAL PATH SECTION DETAIL 2 F 9R�g9 16" B►- � D D �i � B-BORRW FOR STRUCTURE Y (NO SCALE) N 1., �F OPE 16" VPREA E "U" BAR DETAIL r /�j BACKFlLL TO MEET THE STA. 18+00 LT. TO 22+37 LT. 50' PROP. R/W `�i�i /��` REQUIREMENTS OF INDOT 3 3 VARIES 2' TO 12' 10' AREA TO BE SODDED (q SPECIFlCAITON SECTION 211 VARIES ( Yp•) 50' PROP. R W _ 1 / 1 2% 2% z ® = wo 1 2 1 p 13* 12'* �� - 3,� .M � - R REA TO BE SODDED ------ --------------------------------------------- - C°o CZ3 1" M m 1/4" VARIES** VARIES** z a --- 1/4" R PIPE Q ° °00000000 M d, • n BEDDING O O 1 MATCH EX. GRADE z 1 z 1 MATCH EX. GRADE AT EDGE OF PAVEMENT[, 5"� z D I..L UNDISTURBED EARTH r� b� 6" 6" ak REINFORCEMENT SHALL BE G) X z ° TYPICAL PATH SCALE) DETAIL 15 � ° ° REQUIRED FOR ALL PAVED ° -- `' STA. 120+50 LT. TO 121+00 LT. (tYp•) 2 Az SIDE DITCH AND U) w ---- ---- 3.1X:--- ---- -- - 4J - _ ak (tYp•) " i" CUT-OFF-WALLS. THE PAVEMENT V MATCH EX. GRADE 3 '" -• 4"0 DEFORMED BAR REINFORCING STEEL IN THE SECTION 3 V MATCH EX. GRADE � SWALE AT EDGE OF PAVEMENT PIPE CATCH BASIN CASTING w VARIES Q _ 40' EX. R/W CONCRETE PAVED DITCH TYPE 'A' PAVED SIDE DITCH SHALL _ TYPICAL PATH SECTION DETAIL 3 ix�' 2, 6" MINIMUM 0 BE SPACED A MAXIMUM OF L OF TOPSOIL f (NO SCALE) VARIES I— 10' NOT TO SCALE ONE FOOT ON CENTERS. v J _ ST 64+10 LT TO 75 * VARIES z co \ \\ \ \\ \\\\\\ \\ \\\\ \\// O 67+ T. �I / / 2% ?% z 6'-0" VARIES 2" 2" 2" LIMIT OF \�//\ \\ SUBGRADE VARIES ,0' PROP. R W TO 40' EX. R W o MINIMUM cal 2' 10' __31 I _ _ - N SIDEWALK �1 2'-0" 1 I 8' T z 1 - ----- ---- ---------------- ATTCH EX. GRADE PAVEMEN �1 0.3" COVER SHALL EDGE OF P ,� FINAL AVEMENT BE PER O MATCH I - — _—_ __ 8 BACKFlLL NOTE 3 O zo EX. GRADE TYPICAL PATH SC T) DETAIL 16 SECTION A-A DETAIL OF RAMP GROOVES U w NOT TO SCALE "� LEGEND ZATCH 2% (NO SCALE)STA. 121+00 LT. TO 128+25 LT. NOT TO SCALE 0.3 6" INTIAL Bc=OUTSIDE DIAMETER w w- -- ---------- UTILITY STRIP WIDTH B 'NULL Bc INSIDE DIAMETER CH EX. GRADE d=DEPTH OF BEDDING EX. GRADE 40' EX. R/W 2'-0" MIN. 5'-0" MIN. �, ISyyq� AT EDGE OF PAVEMENT HAUNCHING MATERIAL BELOW PIPE a W VARIES VARIES (Bc/6) TYPICAL PATH SECTION DETAIL 4 f-2' TO 13'* 10' VARIES �� d DEPTH U) Z (NO sc. T w OF BEDDING 13'-15'** z STA. d7+25 LT. TO 70+96 LT. I /\/ \j�/ \/\,� MATERIAL BELOW PIPE v _ Class A concrete collar ,O •. D d MIN Q � 45' EX. R/W X 2% 2% --o � � r . ' _ �� 2.1 Bc 60" & SMALLER 4" ------------ x I � MATCH EX. GRADE " h 4 - ,. . 6" o / RAMP GROOVES NOTES 66" & LARGER 6" w w _ VARIES VARIES 7.4' TO 10' 3' VARIES z --------------____.___ _ �' AT EDGE OF PAVEMENT � �:p�% = ° - _ -- SECTION B-B (SEE DETAIL 1- BEDDING, HAUNCHING, AND INITIAL BACKFlLL FOR ALL RCP INSTALLATIONS SHALL BE w z z MATCH ` TYPICAL PATH SECTION DETAIL 17 �- THIS SHEET _ ° I NOT TO SCALE B-BORROW FOR STRUCTURE BACKFlLL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT, 2% F EX. GRADE 5 T. T �/O" U77 Iy s� TO BEDDIN BOTTOM SUCH THAT AFTER THE PIPE IS INSTALL G SHALL BE PLACED IN THE TRENCH 6 r , 0 0 STA. 128+25 LT. TO 128+75 LT.* N. 6`0" 7 SOO, GRADE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE v I 3� w STA. 128+75 LL TO 132+00 LT.** V.C. pipe r MATCH EX. GRADE N e / BARREL AND A MINIMUM OF 3" BELOW THE BELL FOR PIPE SIZES 66" AND LARGER R.C. pipe (bell & spigot joint) �! �1 THE �� Lu 1 ' o I MATCH EX. GRADE � CONC. PAVED AT EDGE OF PAVEMENT '7 MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE ly o Cn Concrete pipe (bell & spigot joint) HANDICAP RAMP TYPE 'G' PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED N SIDE DITCH TYPE 'A' TYPICAL PATH SECTION DETAIL 5 X O MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF `o 40' EX. R/W THE PIPE. U O o NOT TO SCALE HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS I � STA. 78+75 LT. TO 82+00 LT. ``' 15'* 3'# Sizes 12", 15", 18" & 24" THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. o LIJ 13' TO 15'** 10' VARIES** 41 THE BACKFlLL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL Cn �o / ----- -- -- PRECAST CONCRETE END SECTION TABLE LENGTH of THE PIPE HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. THE LIMIT 7.5'### z S 5' EX. R W VARIES*** _ 3• 1 ,. / z OF INITIAL BACKFlLL SHALL BE 6 ABOVE THE SPRINGUNE. MINIMUM TRENCH NADTH SHALL BE o w l w --MAr - MATCH EX. GRADE F % d --a 2' 10' VARIES VARIES z I MATCH EX. GRADE 2* w D/A. WALL G OR T WT. A B THE OUTSIDE DIAMETER OF THE PIPE PLUS 18". z AT EDGE OF PAVEMENT V) SEC. C D E DIA.t 1 R-1 SKIRT r , I z I VARIES** i SWAB 2. FINAL BACKFlLL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW U o ao ° NO 5'*** FOR STRUCTURE BACKFlLL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE 2% F I 12 2 7_1/2 530 4 24 48 7/8 72 7/8 24 13 10 1/16 3 1/2 - - - , I TYPICAL PATH SECTION DETAIL 18 I 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 3 1/2 COMPACTED IN DEPTH OF THE MATERIAL ATERIALOPLACED.THAN THE 6 CKFlLL STANDARD FOR THE TOP 6" OF THE MATCH EX. GRADE ( SCALE) 18 2 1/2 2 1/2 990 9 27 4A 73 36 19 15 1/2 4 EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE MATCH EX. GRADE �AT EDGE OF PAVEMENT STA. 132+25 LT. TO 137+25 LT.* 3 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED I SWALE STA. 137+25 LT. TO 137+73 LT.** 21 2 1/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 4 TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFlLL FOR ALL R 3 TYPICAL PATH SECTION DETAIL STA. 137+93 LT. TO 139+47 l.T.*** 24 2 1/2 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 4 1/2 INSTALLATIONS WHERE 'L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF L9 VARIES (NO SCALE) STA. 83+10 LT. TO 90+75 LT. NOTES: ROCKS LARGER THAN 6" IN DIAMETER, FROZEN LUMPS OF SOIL WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 1Y MAXIMUM uFIS TO NOT LESS THAN 90% STANDARD PROCTOR 4, 40' EX. R/W 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. DQ1�n FOR THE ENTIRE DEPTH OF THE EXCAVATION. `` a �I VARIES 45' TO 40' EX. R/W x w 6'# # 4' S 5'# `31 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, z N _ Q ,X 10' VARIES = 0' TO 6'** 10 3'** VARIES** I 77 4 --{ VARIES MATCH EX. GRADE z _ ______ Class A concrete bottom SL�F THE UTILITY, THE SERVICE M LATERALS VER FROM THE T STREETS, OFF THE INSTALLED PAVEMENT IT01 THE TOP W '� \ \� N ? O I ° 1 4'1 FILL C OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS ALL BITUMINOUS AND y �d v"r AT EDGE OF PAVEMENT uJ - -- _3,7_ MATCH EX. GRADE - SLOPE AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0'. IF THE STANDARD PRACTICE OF THE .� c� - ------- w MqX AT EDGE OF PAVEMENT F CATCH BASIN PIPE UTILITY THAT HAS JURISDICATION OVER THE INSTALLATION IF THE STANDARD PRACTICE OF THE C/' I MATCH �' IEX. GRADE 4 SWALE "' ________ _T UTILITY THAT HAS JURISDIC1ON OVER THE INSTALLATION HAS A MORE STRINGENT COVER (Z� REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. - PATH SECTION DETAIL 7 I - I RIPRAP TO BE PLACE ON 4. IF EXISTING SUBGRADE HAS BEEN LIME STABIUZED, BACKFlLL WITH B-BORROW UP TO BOTTOM MATCH EX. GRADE (NO��) P/PE i CONCRETE STA. 90+75 LT. TO 91+25 LT. TYPICAL PATH SECTION DETAIL 19 Y SIDE SLOPE WHEN OF EXISTING SUBGRADE AND FILL TO TOP OF EXISTING SUBGRADE WITH LIME STABAUZED SOIL 3 (NO SCALE) CULVERT END SECTION \ 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN CITY EXISTING AND CALLED FOR ON PLANS. STA. 139+65 LT. TO 140+25 LT.* PROPOSED R/W REGARDLESS OF JURISDICTION OVER STORM PIPES. VARIES PROP. R/W STA. 140+25 LT. TO 141+00 LT.** n. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE a I z 3 ` 10' MIN. PIPE REGARDLESS OF JURISDICITION OVER STORM PIPES. a COMPUTED LENGTH OF CULVERT CITY OF CARMEL STANDARDS STANDARD —t VARIES 10' 30' z ,� VARIES END SECTION � VARIES-- ARIES 5.5' TO 12' PAY LENGTH OF CULVERT DRAWING -- --- 3:1 MAX _____ ---------------------------------------w _ LENGTH (D) RCP TRENCH DETAIL FOR CITY STORM SEWERS 10-28 N I z SEE STRUCTURE DATA TABLE SLOPE DETAIL FOR CASTING TYPE (SHEET 4) r 1 MATCH EX. GRADE z _ __ z m ° 5' MIN. MATCH EX. GRADE TYPICAL PATH SECTION DETAIL 8 MATCH EX. GRADE F 12" C-C MAX. NTS PRECAST CONCRETE ADJUSTER ---------- -------- w (NO SCALE) MATCH EX. GRADE N SPACING RINGS IF NEEDED (4 MAX.) STA. 91+25 LT. TO 103+50 LT. I AT BACK OF CURB TYPICAL PATH SECTION DETAIL 20 HOOK VARIES 40' TO 65' EX. R/W ( (NO SCE) BOLTS ASPHALTIC RECAST ECCENTRIC CON w I VARIES 10' 4' w STA. 141+50 LT. TO 142+00 LT. 18" MIN. DEPTH OF END SECTION MASTIC OR BUTYL OR FLAT TOP CAP AS 16" MAX. REVETMENT RIPRAP DETAILS RUBBER SEAL REQUIRED TO MATCH z RIPRAP OVER BETWEEN JOINTS ADJUSTING RING PROFILE. 2% o W VARIES GEOTEXTILE FABRIC F --- - ----- ---- 1_ ------------------------------------------- w NOT TO SCALE \ MATCH EX. GRADE MATCH EX. GRADE `" VARIES 5.5 w - TYPII A PATH SECTION DETAIL-2 _ `� g^ FULL HEIGHT I Y MANHOLE STEPS MANHOLE BASE 3, �y z CLASS "A" CONCRETE AS SPECIFIED SET ON 6" OF #8 (NO SCALE) -_--- ° STA. 105+50 LT. TO 107+25 LT. - F __ SE TABLE 404-2 OR #2 STONE 3 I ------- -------- N \ VARIES 40' TO 65' EX. R/W r--- MATCH EX. GRADE MATCH EX. GRADE I� E + 2T -I 5" MIN. X � VARIES I AT BACK OF CURB _ 10' 4 I TYPICAL PA oSECTION DETAIL 21 ~ _ O O-RING SPHALTIC GASKET 16" SECTION Z-Z TYR MATCH EX. GRADE z STA. 142+00 LT. TO 142+30 LT. MASTIC OR PRECAST CONCRETE 2% - 2q, AT BACK OF CURB ° NTS _ -I --- ------- -- - --------------------- ------- w 40' EX. R/W I I z : SECTIONS F 3 'P� �, �, O BUTYL RUBBER a DIAM TER ° ¢ ''' MIN. 4" DIA. L N � i SUBSURFACE REFORMED HOLE TO MATCH EX. GRADE w I VARIES 10' VARIES O I TYPICAL PATH SECTION DETAIL 10 r w TILE "T" STUB MAX. OF PIPE O.D. + (NO SCALE) I I z WHERE REQUIRED STA. 107+25 LT. TO 108+75 LT. 2% 2% Z 1" , I _ W NON-SHRINKING o \ 40 EX. R/W --------- --1------- - �MATCH- ------� ~ _ - O I CEMENT GROUT. a I� VARIES r EX. GRADE N �5„ 1'-6" w VARIES 10' w 1 MATCH EX. GRADE AT BACK OF CURB oz z '-----BENCH WALLS AT I — MIN. 1/2" PER FT. w MATCH EX. GRADE zo I TYPICAL PATH SECTION DETAIL 22 111 2" " Y �I 6" I� 6" BASE SLOPE of ------------------- STA. 1 (NO SCALE) R1" R 1 1/2 ; 43+75 LT. TO 144+13 LT. ---------------------- a ANHOLE BASE _ _ 3:1 � S--- 40' EX. R W t, _ o MATCH EX. GRADE / . ,. 4a a ------ .__ ._ PLAN VIEW 3 MI SET ON 6" OF #8 AT BACK OF CURB 2' TO 5'* VARIES* VARIES* i� �� a 7" NTS N OR #2 STONE 3 TYPICAL PATH SECTION DETAIL 11 2'** 10 7�## 10�#* 4 a. #4 REBARS ® 12" SPA. EACH WAY I Z a ; a STEEL MESH AREA = 0.12 SQ. IN. PER � No scALE) 3 MATCH EX. GRADE __ ___ _ ____ ___ ____ � SECTION Y-Y SQ. FT. OR APPROVED EQUAL) STA. 109+25 LT. TO 112+25 LT. � _ a �I X�-- - - - ---- MATCH EX. GRADE o NTS TABLE 404-2 MIN. MANHOLE DIAMETER'S V„RTES 40' TO 50' EX. R/W w _ 3.- 11P� AT EDGE OF PAVEMENT cF> 2'-0° / 38 ''' I MAX �1 N PRECAST CONCRETE END SECTION DETAIL ��S� LEAVING AT A 0-45 LEAVING AT A 45-90 PE EIfIDFU_M_ PIPE ENTERING OR o ``'I z U) VARIES 10' VARIES = I SWALE COMBINED CONCRETE CURB AND GUTTER (BARRIER) 12"-21” 48" 48" 24" 48" 3 F TYPICAL PATH SECTION� DETAIL 23 NOT TO SCALE 60" _ I vwUi STA. 144+40 LT. TO 145+00 LT.* STORM MANHOLE TYPE 'C' J�' I -- STA. 145+00 LT. TO 148+53 LT.** NOT TO SCALE ----------------- 3 ' Eoo -- MATCH EX. GRADE -S- ------ C 2' TO 12'* 50' PROP. R/W w ft� o TYPICAL PATH SECTION D Tall al 1" HMA SURFACE, iv'i�+ NO SCALE MATCH EX. GRADE o 2'## TYPE A 9.5mm, ON ( ) - BACK OF CURB a 0' TO 7'* 7' TO 10'* w STA. 112+75 LT. T(' 113+10 LT. 10' 7,* # 10' z I 50' PROP. R W J o 50' PROP. R/W 10' J VARIES / / 1 MATCH EX. GRADE TYPE A 19.Omm ON o Q c-w a o� 12* 8'* 1 2%— 0 1 2 27' 11, 3" HMA INTERMEDIATE, Y X CIO w a VARIES 12' TO 2'## 10 VARIES** g' — w - -- ---- --- -- -- ------------- 1 2% z J X a 1 - - -- N 3I ------ ----- �1 -------- MATCH EX. GRADE MA EDGE OF PAVE MEN m w 1 z AGGREGATE COMPACTED L'J m w/o 1 _ )E - --------------- �' 3.l MqX 3.1 MPX AT EDGE OF PAVEMENT �' al --- --- ---- - AT MENT° #53 BASE, ON ---------- ------ i --------------- o v cn ..o� - I�m�N ---'��1N 1 MATCH EX. GRADE MATCH EX. GRADE � SWALE a __-- \/VAjAA/AA��AjAAjAAAj�A/ Q cn Q 1 4 SWALE AT EDGE OF PAVEMENT - ---- ---- TYPICAL PATH SECTION DETAIL 5 (NO SCALE) w z }w TYPICAL PATH SECTION DETAIL 13 TYPICAL PATH SEC110N DETAIL 4 MATCH EX. GRADE STA. 152+03 LT. TO 154+80 LT. COMPACTED SUBGRADE c�H I SCALE) cwi)o a Z STA. 113+25 LT. TO 113+75 LT.* (NO SCALE) (95% MODIFIED PROCTOR) m v Z- STA. 113+75 LT. TO 114+25 LT.** STA. 148+53 LT. TO 149+03 LT.* ^ ,n N z TYPICAL ASPHALT PATH SECTION O 300 w w w w o A. 149+03 LT. TO 151+87 LT.** NOT TO SCALE K SHEET N J X�p Em O O O O O O O 00 OO OO OO °O O + + + + O c r N c%4 N coo \ ^ It L a 6 F- ADJUST U77LITY MANHOLE \ \ 0 �� M CAS77NG TO GRADE. 9 Z \ -- \ 20' SE w ADJUST WATER ' W F- \ - 20 SE 35' LDSS & NAE m _.. VALVE TO GRADE. .SEX. 45 HALF R W L..L O A _ - r O Q A m 15 DUE _ A ..: W Q __ __ 'LiL N W CARMEL]21N W CARMEL 12I —CARMEL 12IN W—CARMEL 12IN W—CARMEL 121NW—CARMEL 12IN w—CAR [:t.• • -----^---------------- ,.:., - Tj w' tM,k I. :r • -:-,f RMEL 12iN W—CARMEL t IN W-- , _2 CARMEL 12IN W—CARMEL 12TH W—CARMEL 12IN W—CARMEL l2IN W CARMEL 12IN W-- ikl �'Iti - l' E ::I- 1:"N ..,1. - WCARM L 1 W ---- _ � � - :.'-� - '� k I E 2. CARMEL 12TH CARMEL 12IN W —rAP .-- N _ .MEL 12TH W---CARMEL 12TH W -- 0 - - --. U... -.. -... CARMEL 12IN W CARMEL 12IN W—CAR :.=•.Ctik ' IN{d—=,CaRM£t_}#M vJ F U - _ ._ • U O LL K 10 PAIN K F J F K 10' PATH J K - z F F K J 0.5' CURB 10' PAIN J C K - O F Q \ M 106th;STREET 1 d6th \ - co STREET _ _ N _ 1 { - z Q U) 2 NAE ,_ ... _....._ ._ ::._ ._.�•... __ _r - . 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N -t- I O y d O Cj + 106th STREET Q _ Ca0 M RO 1 : F 106th,STREET W x U) 2' NAE " �- a_ J 10' LE-�-•15' DUE i I J U m HOLEY MOLEY SAYS Q 15' LE I I "DON'T DIG BLIND" -30'I DE_I O+ O O O O p p 0 � 0 50 0 50 100 "IT'S THE LAW" cr) ° + + + + + CALL 2 WORKING DAYS BEFORE YOU DIG c� �t co � Lo co ti 00 1-800-382-5544 SCALE: 1" = 50' CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO(2)WORKING DAYS BEFORE COMMENCING WORK. W 2-75 ESM 0 TORY I r STA�EGAL DRAINS O SITE L E G E N D o FOR GENERAL NOTES A MULCHED SEEDING o O N s 'Alk"Ll oIN La MEL ,.IN W 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE © CONCRETE, CURB AND GUTTER (SEE DETAIL, SHEET 300) Q PROP. PERMANENT EASEMENT �IFl .,'" ° -- "``" "'NNww EX. 60 HALFIR W ZI PROP. 50' HAL F R/W PROP. 5' PERMANENT EASEMENT OLIA 1('71 PLANS IN ACCORDANCE W11H FEDERAL, STA1E AND LOCAL W �o-- - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - -- - EE DETAIL, SHEET 300) / = REGULATIONS C1 CONCRETE ROLL CURB (S W - - - - - - - - - _ .- - •R kl L�J J l,I MIT_ ':�'IN w 1.\{MI I :_.♦ - [;F, - E,14`ME 1rIN W -- C:aPMCL 1r'.N w -C,ak M(I 12TH w «ENE:_ Ii+I rJ w ----i rJ 12Mf1 I<'IN 'w -- - r.;,kFiE � . — — — — — — — — :� --w-��- -� -_ CJ� 2 CONTRACTOR SHALL LOCATE ALL U11L171ES AND REPORT POSSIBLE t r w-_. ( k MEL N `w h M,:. „,N 'J :,'M: -, ,: IN ,. - .E.L..,:, .,.IN G ..r.IJL:f. 1f,IN w ---.. -._. - '„� .. �- �� .�.�� ...e .��. ,..I J,_.. I..r, .. _ .,...Mf1 I..I, ..-..- _... _. _.. .._ _.__ _. ” (J� OL. IilN E!I> IrIN w`---- :1uL.,. 1FIN w - _- =EOLIA rIN w- N '• VEO.IA IGI A I _ ,E N -' — --' CONFLICTS TO 1NE ENGINEER PRIOR TO THE BEGINNING OF ANY 4 CONCRETE SIDEWALK SEE �...� - rl w � ,I.,. . :N _ o lit, w - E IOIN . I , I, ,�1N ,: --� ,, - - - _ W O ( DETAIL, SHEET 300) _v . .. .. .. ... ..... .... .. .. „ CONSTRUCTION ACTIVITIES. F CONCRETE CURB RAMP TYPE G o O „ ...___., : ,. _ .;'.: ;, ; , _ ,. ,..; W 3. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES e O - U) UNLESS SHOWN ON THESE PLANS. (SEE DETAIL, SHEET 300) + 4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILBOXES AND - �. O STREET SIGNAGE. G o CX7 �, .. CONCRETE DRIVE PATCH 5. CONTRACTOR SHALL PR07ECT PAVEMENT FROM SCARRING DUE TO ' ° C� 106th STREET _ - - �} 6" PCCP, ON o - - -- + --- EQUIPMENT OR CONSIRUCITON PROCEDURES. ANY PAVEMENT 00 6" COMPACTED AGGREGATE, NO. 53 BASE, ON i DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. � , 6. ALL WA COMPACTED STRUCTURE BACKFILL _ _ _ - -- - WATERLINE ALIGNMENT, DESIGN, AND SPECIFlCA110N5 PER M.D. Q WESSLER PLANS. 0 j � - KO ASPHALT PATH W L a 1 1/2' HMA SURFACE , TYPE A 9.5mm ON °' _z I ABBREVATIONS 2 1/2 HMA INTERMEDIATE, TYPE A 19.Omm ON w v 5" COMPACTED AGGREGATE, NO. 53 BASE, ON W COMPACTED SUBGRADE (SEE DETAIL, SHEET 300) z AUE = ACCESS & UTILITY EASEMENT E o APP = APPARENT v 3 rn v + + J DE = DRAINAGE EASEMENT K1 ASPHALT DRIVE PATCH oQi�o F'— = DUE = DRAINAGE & UTILITY EASEMENT 1 1/2" HMA SURFACE , TYPE A 9.5mm ON Y x >,_ I Q I DLME = DRAINAGE & LANDSCAPE MAINTENANCE EASEMENT (,� 2 1/2" HMA INTERMEDIATE, TYPE A 19.Omm ON J L,J x ~� EX = EXISTING m W Q N FYS = FRONT YARD SETBACK COMPACTED STRUCTURE BACKRLL 12" COMPACTED AGGREGATE, NO. 53 BASE, ON IPL = IPL EASEMENT U V/0 0� I� N LD = LANDSCAPE & DRAINAGE R 1 1 2 SURFACE MILL AND OVERLAY Q LE = LANDSCAPE EASEMENT / " Q V)z d LDSS = LANDSCAPE, DRAINAGE & SANITARY SEWER EASEMENT ui Z r w NAE = NON-ACCESS EASEMENT cwn o a Z I R/W = RIGHT-OF-WAY O SAWCUT v Z- SE = SANITARY SEWER EASEMENT �0�J° I SUE = SANITARY SEWER & UTILITY EASEMENT © PROPOSED DITCH °' co r UE = WA TER EASEMENT OM CONCRETE PAVED SIDE DITCH, TYPE 'A' �I 00 x�� WE = WA1ER EASEMENT SHEET `f' O o C) + + + + + + + + + + + + + + CN cy') Iti- L0 00 0-) O C1.4 Lr? Lo Lo Lo L0 LCD Lr) L0 Lr) co C-0 < 0 F- 10'!! Z LLJ z C/) C) O 0 zw: C/ 0 WME1 'PIN CAPMEL 1�'IN APMt L:��IN -,ARMEL 21N �-4 W CARK h 0 !I IN M IA IhIN 'W JFOLIA I(AN \E]LIA Ii,N EL]t fA I�IN W4 ii� ui LIA 16TI 'EM IA 1�!N 1, HALF R1W --PROP _-EX. 60 65' HALF R1W J'_ U) 30' SE C) 1111EL 121N (:AIMEL t2IN CAMIL I�IN V---- CARME 1,'!11 1 IL AIME L - - jcq, , 50' HALF R1W ui < 71 1,=� I 6 N 444:;4TN-.w- 7E I N 7 7--- ,-,,R7Et7f—NW illif+w 47,Lpmv� 7:7 __ZAIZ4�L_ =rZ V CAR=12171 V— 7CATZML'L_-MM V -1 . ...... IeIN < —IN 7�_77Zt:1 ui itAN /EE]t IA 16IN W VEEILI� 16IN W VELILIA 161N VEOLIA 16IN -VEOLIA 16 N W VEDLIA 'N VEEILIA 161N W VEIILI Lu 161, U) "—EX. 16.5' HALF R1W 15 IPL c:) �J Z_-,,-EX. 165 HALF RIW + Lu Z Lr) + + 106th,STREET 00 < c) 1106th STREET, i I cy') 00 4 1 1 i C.0 CD C, G, ta, G 1�, Z co C, < U) cn U) 0 t 0 0 ui uj EX. 45' HALF R1W 5' NAE & DUE EX. 45' HALF RIW 5' NAE & DUE U LL U) CD w CD LE 20' LE- 20'LE 10'DUE 10' DUE C) z z Lo LLJ el ce + cl- Qc co °o CD CD (ZD CD CD 0, CD CD (Z) c:) CD LL CD + + + + + + + + + + + + + + C4 Iti- 00 cy) C%4 cy') L-0 co co co cc) C) r___7 Li (D m SAWCUT CLEAN EDGE ON EXISTING ADJUST SANITARY MANHOLE PATH PRIOR TO INSTALLATION OF 140' DE CASTING TO GRADE. PROPOSED PAIN. RIM. EL. = 896.80 w U m LT. JJ STR. jL4 4 30' DUE REPLACE EXISTING CASTING Lu REPLACE EXISTING CASTING > 290 WINEENAH R-1878-87GF\ '10, WE WINEENAH R-1878-B7G AND ADJUST TO GRADE. w AND ADJUST TO GRADE 0 w 0 I d-7j C) 20'x40' SIGN EASEMENT- 20 10' KE� m < JO' SE 420 LFT OF SWALE X40' SIGN EASEMENT 40 ui PRW_ 5(fHALf R1W 10' NAE & DUE z F 10'NAE & DUE 7—7w 10' PATH ,--PROP. 50' �ALF R11w K1 < 0 1, . [j[ [�IN IF 11 ,,!Nj�r 16IN W 40 _16a� -PAIK 16 1 — - Z LAJ IF[ N I I- RK01, -- �_�L N W (n uj IN W— EOLIA ui ',AALF RA K1 A vW PZ 2 EX 40' HALF R 'IN W "IN C) T oll U) ui rcr cz> - - -—- - -—- - -—- - - (R O N OA 0", c=) C) ,�-EX 16.5 .HALF R/W tc%12�'. LIN F F Q, (D) Lo + L cy) 106th STREET 106th STREET C.D Al cn w EX. 25�HALF RIW _EX. _25-' J?ALF R/W_* U) EX. 25' HALF R/W w EX. 25' HALF R1W > > ui . . . . . . . . . uj S7R. J2 CL ui < w EX. 45' HALF R1W 5' NAE & DUE z INSTALL 18"0 RCP PIPE W w CATCH BASIN AND 10 LFT > OF 12"0 RCP 0 0.60% < Z) z U) CONCRETE COLLAR w < z CONNECTION TO EXISTING w 10' DUE 20' LE I z Q: (D 12"0 RCP. m < Q: 0 w RIM. EL. = 893.50 HOLEY MOLEY SAYS LL cr- INV OUT(12"-E) 889.40 re "DON'T DIG BLIND" Uj D.S. ELEV 889.34 ce 50 0 50 100 "IT'S THE LAW" CAL 2 WORKING DAYS BEFORE YOU DIG + + + + + + + + + + 00 0') %-..P V_ CN m 19d- Lo (D r__ 1-800-382-5544 oo 00 00 co 00 co 00 00 SCALE: 1" 50' CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO(2)WORKING -r- DAYS BEFORE COMMENCING WORK. c� 7.5' DUE J 15' LE w 30'DUE > 285 LFT OF CONCRETE 500 LFT OF CONCRETE I PAVED SIDE DITCH, CN U) r_ PAVED SIDE DITCH, _j TYPE 'A' c:) - SITE LEGEND uj 75 LFT OF SWALE TYPE 'A' c z GENERAL NOTES OA MULCHED SEEDING C> 0 0 1 10' DUE c/) 10 DUE V) 0 230 LFT ui Lu Z 10, LE 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE CONCRETE, CURB AND GUTTER (SEE DETAIL, SHEET 300) _0 10' LE A @ 11� PLANS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL < 10' LE D -17 -r- f 10'LE REGULATIONS. CONCRETE, ROLL CURB (SEE DETAIL, SHEET 300) 5; EX. A 10'AfAE & DUE U) 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE & DUE A 45' HALF Rll� EX. 45' HALF V Lu __ 0 _j-, - 4" CONCRETE SIDEWALK (SEE DETAIL, SHEET 300) o CONFLICTS TO THE ENGINEER PRIOR TO THE BEGINNING OF ANY ------------- Lu G -------- CONSTRUCTION ACTIVITIES. Ij IGE- 1�P41pi 1[ IN (�R�Ll 1,IN IN J. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXIS77NG TREES _701 I -!7T7-\7— -;Ir- -------�_- f- F uj CONCRETE CURB RAMP, TYPE G o CD 17M, - - -—- - - I�IN 1?f,: w 111p,11i !71N I -A U) UNLESS SHOWN ON THESE PLANS. (SEE DETAIL, SHEET 300) L1-1 L0 -- -—- - -—- - - CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILBOXES AND + lom CD 4. G CONCRETE J STREET SIGNAGE. 106th STREET m 5. CONTRACTOR SHALL PROTECT PAVEMENT FROM SCARRING DUE TO ,n DRIVE PATCH 6" PCCP, ON 106th,STREET + EQUIPMENT OR CONSTRUCTION PROCEDURES. ANY PAVEMENT 6" COMPACTED AGGREGATE, NO. 53 BASE, ON 00 DAMAGES SHALL BE REPAIRED AT CON7RACTOR'S EXPENSE. COMPACTED STRUCTURE BACKFILL 00 6. ALL WATERLINE ALIGNMENT DESIGN, AND SPECIFICATIONS PER M.D. WESSLER PLANS. U) 0 ASPHALT PATH Z 1 1/2' HMA SURFACE , TYPE A 9.5mm ON E U) z -1 ui 50' HALF RIVI 50' HALF R/W ABBREVATIONS 2 1/2' HMA INTERMEDIATE, TYPE A 19.Omm ON E EX. 50' HALF RIW 1 w 5" COMPACTED AGGREGATE, NO. 53 BASE, ON Ld COMPACTED SUBGRADE (SEE DETAIL, SHEET 300) LLI C) c/) AUE = ACCESS & UTILITY EASEMENT vii 0 51 :—Z APP = APPARENT 5' NAE J 2: NAE 5' NAE ASPHALT DRIVE PATCH o 00 C) DE = DRAINAGE EASEMENT Z DUE = DRAINAGE & UTILITY EASEMENT 1 1/2- HMA SURFACE , TYPE A 9.5mm ON <,-,O 62 0 HMA INTERMEDIATE, TYPE A 19.Omm ON x '>U LLi DLME = DRAINAGE & LANDSCAPE MAINTENANCE EASEMENT 2 1/2 _j X < -k EX = EXISTING 12" COMPACTED AGGREGATE, NO. 53 BASE, ON m Li Lu < V) FYS = FRONT YARD SETBACK COMPACTED STRUCTURE BACKFILL Q�Ld 0 V) IPL = IPL EASEMENT LD = LANDSCAPE & DRAINAGE 1 1/2- SURFACE MILL AND OVERLAY LE = LANDSCAPE EASEMENT LDSS = LANDSCAPE, DRAINAGE & SANITARY SEWER EASEMENT Lj NAE = NON-ACCESS EASEMENT RIW = RIGH I-OFWA Y SAWCUT L�J Ln 0< SE = SANITARY SEWER EASEMENT 0) co r- �o U-) -.4- Li z PROPOSED DITCH d SUE = SANITARY SEWER & UTILITY EASEMENT cn UE = UTILITY EASEMENT v E L'L' 'A t =2LFT OF=SWALE, 90 T S �420 5if HALF RI W 1_ 7_ 9��AE�_DUt . . . ....... R x °Em WE WATER EASEMENT CONCRETE PAVED SIDE DITCH, TYPE 'A' SHEET 401 p p O O O O O p p O O p O O+ O+ O+ O+ O O O p N �c� o N + + + + M � � Cfl ti OO O p p O 2 U 9 O O O O O O O O O O r- r- r- ° _ co O ". a5 = m DEFLECT PATH AT c EXIS71NG POWER POLE. rA SEE PATH DEFLECTION Lu DETAIL, SHEET 300. -; 30'DUE �- Ca 1 CD Z T w 10' DUE ( 40' WIDE BY 60' EASEMENT TO 20' TEMP. ESMT. m z Q INDIANA BELL TELEPHONE W 10' LE f - PROP. HALF R/W O O Lo_ I _ _ _ t INS1R. 120000034178 �__- � s� __ - W Cn 1 �_ - PROP. HA i � - EX. 12' HALF R� Q W 10' - _. - �_� - LF RtN�—. -_ _. _ �_� - _� _ ___ - _ EX. 4,N W M L 1 IN - r O O EX 45 HALF R A EX. 40 HALF R/W FOR PASSING BUSTER -�- 1 L1 NAE &DUE _._ .,._._.. __._�_. ..... __ _ .._.. O - -_ _. �- - G e — G G —4G —_G G�— G �� I— W _ _.___ _".. _ _ . --- _- .. —.—. _.----- ---- •^-------'-- p ----------�---'------ ....__._"._ G G G -- G --- G _-- G — G — G --- G G G G -- G -- G G G -- G -- G -- G G W — — -- -- — -- -- �crR _ ___......__ -RE ----__IJC;E i9fi—f}BE- gE ♦"e-iglF ,,,_—�'�(}:. -- _—` -.., CARMEL 12IN W—CARMEL 12IN W CARMEL 1 IN Y G r '� -USE .___--- _UGE- __ -- _.. ._ _ --- -- _ -_ �u _-,_ _,_ i6n —y—CARMEL 12IN W CARMEL 1211`' W _1 n _—_ CARMEL 121N W CARM W A M W �`- r: _ L LJ O IN , --_ A _ 12'.V .N a _.. . -. EX. 20' HALF R W A , ... ----;AFML 1. L'IN __........ ,.,.. .. .. ....... ..... / _ _ .. ..._ � _ :. '^ 7 ......,..._ _... - _ ._ _... T - ,AM '.w - :.FlFMF I. I,_IN 'w' .....___...._ .. -.......,,....".,. ..._:.• .....:.......>.nam. ... W^.. w; I.ARME._ lr � _- �.. WIDE EASEMENT TO INDIANA ;I GAS + � W — — — Q — — INSTR. 200100010065 _ _ __ -_._ w W_-_m.._. , M .. _ A N t -. ___......... + �^J M I 106th;STREET - 106th:STREET N _ U 500 LFT OF CONCRETE C� F- PAVED SIDE DITCH, - _ - _. _ hI_ -riv � - - 1 � CC G O � TYPE .A - _ _ � .,. - - - - II EX. 50' HALF R/W - I,J,J � �--+ Q EX. 50' HALF R/W v__-. m_ .L__.-. :_ _w:. __ - �. ._ .._ _ _ __ -.,. . _ - ♦^ EX. 50 HALF R/W .- c - _ .. _ 1 - __ _ - - �.::.�.�_ _.__. _._._ .� _ __._.m_wn:. � _ -----___ _-:w_.:�:.�� _. _ i" . > __ _:_.e. ._ __ __...__. __ ._ ... _ _, ___„a _. .. .. __ " _ z W __a:--.. _... .". � :. _ _ w N EX. 65 HALF R/W O I — Z _ I 5' NAE = r� w 5' NAE ': m oc Y 5 NAE 5' NAE 2 Y H Q „w _j w CL CL g Z 1 � i W U I •1 O ►" a,Ur iI CID S I U = 4 LIZ � � � � ,. O l J 3 Q � Ir1r o w z c� Q N • U ° ° c:) °o °v °o °o ° ° ° LL ° O c O O O O + + + + + + L0 O � o + + + �" + + + O � N M M L0 Cfl 00 O � r r- r- oI ' O O p ° ° � o 0 f 2' NAE I I v ° o 2-75' STATUTORY ADJUST SANITARY EASEMENTS FOR ', i MANHOLE-TO GRADE. ¢ : TR N . LEGAL DRAINS F� --�20' DUE RIM. EL. ` ¢ w k REPLACE EXISTING CASTING INSTALL 34 LFT O7N0. W y�° Z 10' LE W > `" ` W/NEENAH R-1878-B7G EWPTICAL CMP ® 0.50. O ° F \,, I AND ADJUST TO GRADE I HEADWALL1 U.S. ELEV. = 860.05 J �, ti 15' DUE 15' DUE � � I I - W � 3jN O a .off f /� - € W N � 85 LFT OF SWALE ^ ELEV`V m p� �J` D.S. 859.88 m T % EX, 65 HALF R/W_ Z EX. 40' HALF R/W + + + + I " ti r__...� _. _ , - 15'-SUE � w � � � 20 TEMP. ESMT. _. 15 SUE PROP. 50' HALF R �,, A Ia u F , K1 J Z PROP. HALF R W ✓" w Q 2 NAE ;,, _ - - J IW I � o -i,P h,.4 w vL OI]., Ib1N W JEl4.L:16 —. .. .x ..... �. rr. .r �, -u _ _. .,,rw 4:i'. _. .,: ' . 1— 0 —. _�;- bE.:l.. 1N. Y.ill_V, -Q,�N W yp ,w —.„ ,.. ,� .. ,; -L,li Ifl I6.v � �� ,: S 16.. r,. W A N W — Q W — _ w _ fl VE IA 16I W OL N W V 61 } Z �,_., lulh - vkftt i<, l�.Nr WE r- ILII-1 ��.,N „ ...{, aI�„.l ;...Li.,r, ,r.IN .I :VE'_I., ?N ti -q , }, 1N 61P W VEOLIA j6I E IA 1 IIj EDLIA 16IN W I • N Q A A I, _, .CIIIIA ,,,tN . EX. 40 HALF R W A _, . ': .> _, d-1}ATH Cn Q o z W A X. 42' HA F R W 2' w ,, - _ .. "-. w E ,L / O FM _. . ... , r- 2 ----- G G G •j - ..-_ -'�`Et -c- M M --. '_i. — F"M _ O ,r: G K .,. _p PATH K L d O , 2 � g 10' PAIN J J, 106th STREET N b _ __ 106th STREET - O _.. -- ADJUST WATER VALVE - - TO GRADE _ �.,,� _.___.----------- - _ v_a F- - I F— -_ EX. 40 H d� R/W � CL EX 40 HALF R/W _ _ - _ _ -- _ I PROP. 50' HALF Lu W STR. NO. 6 _` Z .. Z INSTALL 35 LFT OF 12"0 EX. 65 HALF R/W RCP R 0 3.50%AND ONE (1) . i� Z _ - h CONCRETE _ } - `i �i m PIPE END U SECTION. ' I' U NAE 1 __...-_ _ ._ _, U.S. ELEV. = 862.23 HOLEY MOLEY SAYS Qx o D.S. ELEV. = 861.00 ; "DON'T DIG BLIND" O Z O t I F- p p O O O O O p � � "IT'S THE LAW" Q O ° ° CALL 2 WORKING DAYS BEFORE YOU DIG + +o N c� ;1 � CD ti 50 0 50 100 1-800 CALL TOLL-3825544 00 m r, N N N N N N N N „ , TIISIA6 AGAINST THE LAW TO EXCAVATE f SCALE: 1 = 50 WITHOUT NOTIFYING THE UNDERGROUND / LOCATION SERVICE TWO(2)WORKING DAYS BEFORE COMMENCING WORK. VARIABLE ASE_ SITE LEGEND w F-- GENERAL NOTES OA MULCHED SEEDING • • • • . • . . • s 50' FYS W 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE © CONCRETE, CURB AND GUTTER (SEE DETAIL, SHEET 300) O i Q rte, FYS PLANS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL ��45' FYS 35' FYS 15' SUE = REGULATIONS. C1 CONCRETE, ROLL CURB (SEE DETAIL, SHEET 300) I U) 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE W PRQP. 50' HALF R/W - - J K1 Lu CONFLICTS TO THE ENGINEER PRIOR TO THE BEGINNING OF ANY O 4" CONCRETE SIDEWALK (SEE DETAIL, SHEET 300) U _ EX. 40' HALF R W VEOLIA 161 VEOLIA 16IN W A N vEOLIA 16IN W V W VEOLI i7 VE N W EX. 4D' HALF R/W 2' - E G __.. . _..��"____. _ _ -". -.-_�_ __ CONSTRUCTION ACTIVITIES. o v J • oL.�16IN w W _ ..- _ ... _.- _ _.. -_ __ ___ F CONCRETE CURB RAMP, TYPE VEOLIA 161N W—VEOLIA 161u w—VEOLIA 16IN W'—VEOLIA I61N W—VEOLIA 16IN W—VEOLIA ]6IN W VEOLIA 16IN w--VEOLIA 161N W—VEOLIA 16W1y,*--n-�a{E,OLIA 6IN W VEOLIA 16IN W---VEOLIA 16IN W---VEOLIA 16IN W VEOLIA 16IN u —vEll A 16If��,PA 6IN W '^ 3. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES µ N-- V/ rl1II7 �/�J UNLESS SHOWN ON THESE PLANS. (SEE DETAIL, SHEET 300) _ A J \, R A O 4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILBOXES AND . _ I A _ O \ O STREET SIGNAGE. G CONCRETE DRIVE PATCH t �- \ \� L+ 5. CONTRACTOR SHALL PROTECT PAVEMENT FROM SCARRING DUE TO 6" PCCP, ON -_ 106th STREET 106th STREET EQUIPMENT OR CONSTRUCTION PROCEDURES. ANY PAVEMENT 6" COMPACTED AGGREGATE, NO. 53 BASE, ON _ .- -i .. _- j } � N DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. COMPACTED STRUCTURE BACKFILL 6. ALL WATERLINE ALIGNMENT, DESIGN, AND SPECIFICATIONS PER M.D. WESSLER PLANS. N Q _ - Q K 1 1/2 ASPHALT PATH SURFACE , TYPE A 9.5mm ON -- - -- - - _ _ .. EX. 40' HALF R 2 1 2" HMA INTERMEDIATE, TYPE A 19.Omm ON EX,.,40 HALF R/W o , _ EX. 4o HALF-R/W '�- AB B REVAT I O N S COMPACTED AGGREGATE NO. 53 BASE, ON EI � „ .._ _ ." .:_.._.. _. .. -__--_ _:. . .:�..:.��...__`_, _.__�._. ..,, _ _,_--.... _. . - - DETAIL, 30 ) COMPACTED SUBGRADE (SEE DE IL 0 W - -" 40'DRAINAGE, LANDSCAPE, W AUE = ACCESS & UTILITY EASEMENT FL7 Cd Li v O I Q AP = APPARENT ASPHALT DRIVE PATCH o Lo z Q , , 5`NAE SIGN & WALL EASEMENT z P E DE = DRAINAGE EASEMENT K1 1n .0 = w ,� FYS t ' J J DUE = DRAINAGE & UTILITY EASEMENT 1 1/2" HMA SURFACE , TYPE A 9.5mm ON o �� >Z � � DLME = DRAINAGE & LANDSCAPE MAINTENANCE EASEMENT 2 1/2" HMA INTERMEDIATE, TYPE A 19.Omm ON cDJU 3� U > o a/-0 o O ' m { 12" COMPACTED AGGREGATE, N0. 53 BASE, ON Y x >Li I I.- Lu F-- FYS = FRONT YARD SETBACK COMPACTED STRUCTURE BACKFILL J .-�� U EX EXISTING m x N w Q 3 ; Q IPL = IPL EASEMENT LEI ty u v) ..o rn ; LE = LANDSCAPE EASEMENT DRAINAGE Q �Iu ui C,4 N ` a w Q \\ R \, 1 1/2" SURFACE MILL AND OVERLAY o P: Q p ,� LDSS = LANDSCAPE, DRAINAGE & SANITARY SEWER EASEMENT o a I W R/W = RIGHT-OF-WAY ASEMENT w Z O SAWCUT PROPOSED DITCH 011 00 r- � u') � M N Z�> w w SUE _ SANITARY SEWER & UTILITY EASEMENT o o © Z w(n F--Z? � UE = UTILITY EASEMENT OM CONCRETE PAVED SIDE DITCH, TYPE 'A' SHEET 402 v W W w w 0 WE = WATER EASEMENT �co�J Ly x D n 11:�t o o O O ° ° ° °° °o O° ° ° O - ° ° o O O ° ° + + + + + Cr) 0 O ° + + + + + ti 00 O O _ = U - - oc - O+O M p r- N M M M M M M �CIO M M N Mai N M T 0 w M SIR. N0. 8 q�PigB - INSTALL 25 LFT OF TWIN 12"0 CUP ® �0�, CD a 1.Of� CONCRETE COLLAR CONNECTION ( I I J O TO EXISTING CMP CULVERTS U.S. EL. (E)=853.13 _ -_ + I SIR. N0. 9 W I"- W D.S. EL (E)=852.88 50 FYS \ \ I ADJUST CASTING TO GRADE I m Z � � 0 RIM EL.=857.00 W O Q W U.S EL (N)=853.00 15' SUE = D.S. EL. (W)=85275 I EX. 40' HALF R/W R A �I;;. „� W r ,f A _ _ O r — fi — —._—vEllt IA 167 D IA L6 W \� ;., i. .. _.. ._ .._ __'__ __-._. -« _ ,.. _ w- - -Etll.l IN w___ w VEO t O _. .« _._ . _ A I67N w u 't� I6IN w VEO to,6 N _ + HEADWALL 2 JIi __._ . ..w ._ _. - h VL IA �oGt. ..._ _... _... „_..—.».....5 ... ,.»... _...», - :, W _. flll IF t7 .. ».. :.. ..... r�._...._. _„. __.._ ....; .. .. _.. , � -___.�. nJ �.I�L I„ ,,Iti .. ', -.. (I1 I.i W EX. 40 HALF R/W _ _. r* z-, , rnl t Is7 a lr r�r� .- rn ,,rl l . - r 6tv,.; OC�M 7M V.... ,7 i1CT?"�l'CT"7 k�°'» - .TI'iP.:Y'A'7 1?. w ..�J_. taTFA lr. s '\ +1 `ol Il l_If+ IhIN W ----�ELa la IoIN w �_. --- �. A . 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IN 46032 Instrument No. 2004-59398 & Z5 200 LFT OF CONCRETE PSD, TYPE 'A' y4, , - - Minus Instr. No. 2004-59563 — U) DEFLECT PATH AT [PARCEL 8] O o LLI 5� 0 � 1 EXISTING POWER POLE Y SEE PATH DEFLEC71ON LLij �'�N/� O O DETAIL, SHEET 300 m O m i 10 LFT of SWALE U - - - K PROP. 50' HALF R/W - — Q 354 LFT OF SWALE _ _ :i ,� r, 1f.N w - �I-M I`:IU ✓FIILIA ! , .i.il,r .rl'» E JIIa III rJ 'wE II!,A IEIN w :E❑ ', IEIh „ I,ILIA IE,Iti 'w .I,ILIA ISIh w EDL IA 1GIN J `✓FLIT[A 16IY 'w ✓EI]L1A t61N w EX ^ :'I.I II,A I,.! -- - .I IL!.� .,I. >!V.. ..,L. _.:.N .._.Ir IE 1 J 0 Li W 4, � ao W APp �— � a �. � 10' PATH a z f W EX. 40' HALF R/W K 10 PATH ^ N V J W I -. �-__.. ,_.. _ ___ I ------�VEIILIA 16IN w�—VEOLIA_1f�7N.W—VEOLIA 16IN W'--VEOLIA 161N w--VE❑ -- ' f • �� - Iz rsnr _ _ �_- 140 LFT OF SWALE q' �d �, F u IA Xi�t O � .. 0 L v, �..,ti I,,.N : �__ , . N „ - _- _ LI Ibl , -, �--� .. .� v: � � - -- - — A Lf7 o O _ - +I + _ N - M I_ - r- _ 106th,STREET.,STRE1=l" . J F 106th STREET. 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OFFICIALS LCD IT IS AGAINST THE LAW TO EXCAVATE + WITHOUT NOTIFYING THE UNDERGROUND - DAYS BEFORE COMMENCING WORK. v _ LOCATION SERVICE TWO(2) WORKING Q CNJ EROSION CONTROL LEGEND G ND E w Q - - - c ABBREVATIONS w � z , \ / MULCHED SEEDING N W AUE = ACCESS & UTILITY EASEMENT J _ \ Z APP = APPARENT o Q jQ rn U \ /� J DE = DRAINAGE EASEMENT EROSION CONTROL BLANKET ° �— DUE = DRAINAGE & UTILITY EASEMENT Y x >a I I = NORTH AMERICAN GREEN SC-150 W/SEEDING m x v w Q DLME = DRAINAGE & LANDSCAPE MAINTENANCE EASEMENT m `'N I \ / \ V EX = EXISTING Li / ? �-- FYS = FRONT YARD SETBACK SILT FENCE SLOPE CHECK Q IPL = IPL EASEMENT NUTEC 3 NWS-6 OR APPROVED EQUAL) CL w%N I U VI ..O OI I \ _ \ � �N _ ■ _ a _ _ _ _ _ _ _ _ ■ CONSTRUCTION LIMITS a LD = LANDSCAPE & DRAINAGE o LOSS = LANDSCAPE, DRAINAGE & SANITARY SEWER EASEMENT ��a / i LE LANDSCAPE EASEMENT wza z w NAE = NON-ACCESS EASEMENT O SILT SACK INLET PROTECTION �U°a z_ I ° R/W = RIGHT-OF-WAY Li w w w o SE = SANITARY SEWER EASEMENT © DROP FABRIC INLET PROTECTIG#J w SUE = SANITARY SEWER & UTILITY EASEMENT °' °J cD "' "' `" °z X N 0 J� UE = UTILITY EASEMENT © TEMPORARY ROCK CHECK DAM X WE = WATER EASEMENT SHEET 602 O p p p O O O O O O O O O p CD O O �— + + + + + + + + + c N N M M M M � � co f` CO O M M CN Fv w O co 4e w 50' FYS I I I \ 0 z \ O W HEADWALL #2 \ W = 15' SUE (� SIR. 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FM FM FM FM - FM �;'- FM - �. 133 -FM -_-_FM ___.-_FM -_ FM - M __-_--FM -__.-_ F-1 M -..__-.__FM _._FM _---_-_ ___._..__ - F _., �`� _ E - - r W 20-DU LI FM rM - FM ----FM(-} ___Fnn�—x �/Q'.(`�'jJI IIK,� �? - W V KM�' — - 887_ - 20' DUE � � i _ \ J C) \ 40' FYS Z - -1I N4o 1 6aa]--...._.--- I eau m 7 -- [eao -- -[Gao 1- [aao]--' [64 I o Q o 0 Lo Lo Lo C. 0 50 0 50 100 I I SCALE: 1" = 50' I I I "DON'T DIG BLIND" I W QI ° > I X a O x Z C o O Z r. s 4. � WI—PROP. 50' HALF RJ/W _-.- w P ,..a w colirl IaJ _ itc "FIN w -1w)[1111 I''N X Lu u�l o W \ -- EX. 40 HALF R/ FNA ..--__. FM _---.- FPA -- FM FM - i�M - -• - .- -�FM "IT'S THE LAW" ---= FM FM FM -., FM --- 3 p ---- - _ _ CALL 2 WORKING DAYS BEFORE YOU DIG H Lo ADDITIONAL EROSION CONTROL MEASURES 1-800-382-5544 _ � 47 � ,.•- -P ,, MAY BE REQUIRED BY STATE OR COUNTY CALL TOLL FREE - � _ • � �� -� � PER INDIANA STATE LAW IS-69-1991. -- OFFICIALS WITHOUT NOTIFYING THE UNDERGROUND TE D ----- r ---- ---- - - IT IS AGAINST THE LAW TO EXCAVATE o � _ LOCATION SERVICE TWO(2) WORKING v _ DAYS BEFORE COMMENCING WORK. v ' - co cn -- - EROSION CONTROL LEGEND Li in 1 ABBREVATIONS Li ZI Li i "' I MULCHED SEEDING 6 a,'*. __j AUE = ACCESS & UTILITY EASEMENT Ic 31,00 _ f Q DE = DRAINAGE EASEMENT EROSION CONTROL BLANKET DUE = DRAINAGE & UTILITY J o U I NORTH AMERICAN GREEN SC-150 W/SEEDING o a/a o ~ DLME = DRAINAGE & LANDSCAPEEMAINIENANCE EASEMENT x a-m Qu w� EX = EXISTING LLJ FYS = FRONT YARD SETBACK SILT FENCE SLOPE CHECK IPL = iPL EASEMENT �N io� I 1 (NUTEC 3 NWS-6 OR APPROVED EQUAL) Iz�cnc� LD = LANDSCAPE & DRAINAGE w w w LE = LANDSCAPE EASEMENT CONSTRUCTION LIMITS w w w w w w w _ o C/) Q z a LDSS = LANDSCAPE, DRAINAGE & SANITARY SEWER EASEMENT NAE = NON-ACCESS EASEMENT O SILT SACK INLET PROTECTION w w V)o az<Z I R/W = RIGHT-OF-WAY I m Ld W1,10 z- t SE = SANITARY SEWER EASEMENT © DROP FABRIC INLET PROTECTION rn N °z W w SUE = SANITARY SEWER & UTILITY EASEMENT x D n w UE = UTILITY EASEMENT © TEMPORARY ROCK CHECK DAM WE = WATER EASEMENT SHEET 603 BROOKSTON SILTY CLAY LOAM(BR) $ EROSION CONTROL PLAN INDEX MONITORING AND MAINTENANCE GUIDELINES 300 This nearly level soil is in depressions, on flats, and in narrow PLAN ELEMENTS 275 M, .' ." 1 `"'° drainageways between better drained soils on broad, undulating c O CrA plains. Slopes are 0 to 2 percent. Runoff is very slow. Wetness is w o GRAVEL CONSTRUCTION DRIVE AND PARKING AREA: 250 the main limitation " A2 11 BY 17 INCH PLAT CrA 0 mom vl. , ,.•. p, .f' f -, TIM' 'i 1 � � District. A. Inspect weekly and after each storm event and log condition per IDEM. = 225 MA * Br w co The 11x17 inch Plat has been submitted to the respective Soils and Water Conservation RRATIVE (� w CROSBY SILT LOAM(CrA) A3 PROJECT NA 200 ^ , •" TOPSOIL. II� ,1� u, 1"v x .. 11 on the North Z . p 1" shalt path. The project Is located ,. a a r I„1 ` .. � L„ This nearly level soil is on broad plains, on ridge tops in rolling The project involves the construction of a 10 multi-use, p p p je r I M. � � I A ,. '� �" � z Runoff Is P 1e t week) until vegetation Is established and log condition per DE side of 106th Street East between Michigan Road and Ditch Road in Carmel, Indiana. A combination of storm A. Inspect y g W 175 ", areas, or in low drainageways. Slopes are 0 to 2 percent. Ru o M 1 �'�� „. M ',, 11{ �- ,-..: III 1 {. q III �„ J ,., "•I 'i = slow. Wetness is the main limitation. N = will be Installed to improve existing drainage. Construction is anticipated to begin in * 1 * � " sewer and open swales P 9 9 150 ,, t " I wit " *., ' 1 "! r � A < cn TEMPORARY AND PERMANENT SEEDING: W II VrA a the Winter of 2010. li h d. �- °'rm events until the stand is successful) estab s e A. Inspect periodically, especially after sto Y 125 � ,, ,AP � ,� �ilr , � I " 11" s 1 II u1' �;„Ii,11�1 HENNEPIN LOAM(HeF) A4 VICINITY M � ,r ; " u 1 B. Plan to add fertilizer the following growing season according to soil test recommendations. -'" _ The Vicinity Map is located in the right half of the Erosion Control Details (this sheet). 100 C. Repair damaged, bare, or sparse areas by filling any gullies, re-fertilizing, over- or re-seeding, and � t+y � , , '. This steep and very steep soil is on side slopes between broad P � areas of nearly level soils on uplands and on bottom land or Latitude N 39'56'28" Longitude W 86'12'16" mulching. .. , , 75 I "' ,, o terraces. Slopes are 25 to 50 percent. Runoff is very rapid. Erosion A5 LEGAL DESCRIPTION D. If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condition, There is no legal description for this project. 50 `� P'l �° 1". • I', CrA �q �'' and steepness of slope is the main limitation. w�i `a it` _ A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS and mulching; repair the affected area either by over-seeding or by re-seeding and mulching after �- 0 re-preparing the seed bed. 25 I II �1 w s1 ► i �' �,.. o ,. G '° 11 - 1 . � 1 ,1f" r''�." `_*nrFr" �•.. I IMr ' �. x '; m MIAMI SILT LOAM (MmA). e y,, m w I n Is Include) on the Ian view of the Erosion Control Plan (Sheet 600-603). r nutrient deficiency problems. ^ All pertinent lot information p E. If vegetation fails to grow, consider loll testing to determine acidity o y p ¢ 1111111 CrA � +^" ,' � "" "'�� w This nearly level soils is on till plains near adjacent to the river or 0 Anticipated site improvements are depicted as well. g F. If additional fertilization is needed to get a satisfactory stand, do so according to soli test w ry" L.L NIT CODE 4:1 3:1 2:1 1:1 LOW MED/HIGH w CrA Iw• • 8r the larger creeks. Slopes are 0 to 2 percent. Runoff is slow. ThIS Q A7 HYDROLOGIC U recommendations. FLOW FLOW w 1 . .",1w1 r* 4 B z soil has slight or moderate limitations for most nonfarm uses. Q The Hydrologic Unit Code for the represented watershed of this project is: 05120201120080, 05120201090070, G Reference INDOT Specification 621.05. ? * A J T Ar.., O O 05120201090060 P SLOPE GRADIENT CHANNEL CHANNEL = o A8 STATE AND/OR FEDERAL WATER QUALITY PERMITS SHORELINE , a MIAMI SILT LOAM (MmB2) O W � No State of Federal water quality permits are required for this project. MULCHING: Q Br t 2i This gently sloping soil is along drainageways that corss areas of A. Inspect after storm events to check for movement of mulch or for erosion. 15' 15' . • e�. , a, ' •�' 1 1111 I u ,�,,1 ' .� ° • A9 STORMWATER DISCHARGE nt repair the surface then re-seed, re-mulch, and , if somewhat poorly drained Crosby soils. Slopes are 2 to 6 percent. z ion is present, 20" -�',� W = h t breakage, or erosion , If washout, P B P Runoff is medium. Moderate erosion is the main limitation. 9 `I Stormwater discharge will not be altered. Stormwater well discharge by a combination of a storm sewer applicable, install new netting. '� system and open swales. P MmA I,, U C. Continue inspections until vegetation is firmly established. N N m MIAMI SILT LOAM,eroded(MmC2) u f'dwdel A10 WETLANDS, LAKES AND WATER COURSES. Specification 621.05. _ " _ ~' " e ,„ e * + . moderately sloping soils is on irregularly shaped knolls the project site nor shall an potential wetland areas be D. Reference INDOT Spec CrA There are no potential wetland areas located within p je Y P x x� x ., w This mode , � ,'. o • " 1 ' I �, rl "° ,1w 1 � � f �11� p` •-� * surrounded by gently sloping and nearly level soils; in long narrow = Q disturbed as a result of construction. > 3 •`,,• � m 1 .,�� OrA WATERS 3 � a , �� * � �" � '�i_ '�""' - bands around ridgetops; along drainageways leading to terraces or - " vJ All RECEIVING . . SILT FENCE: `� � ,,,„4 - " ' �� " µu� w ��"R'��, bottom land; and on undulating moraines. Slopes are 6 to 12 _ receiving water for this project is Spring MITI Run. 1 w �" " w � � i1j 1 �� Ii 1 1 . 1 w The g P 1e P 9 r ill fence periodically and after each storm event. •� t�l^I� � Al2 POTENTIAL DISCHARGES To GROUND WATER A. Inspect the s p y � w � ,1 „, �� I;m ;� E-�F � _•" percent. Runoff is medium. Moderate erosion is the main limitation. C There are no potential locations where stormwater may enter the groundwater. B. If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected x x x Z +wlf Hr " onion immediately. 3.5 STAPLES = �' ^'� °•� � �`:M '� * ' � "�, �, �` h �"1 t " ^�� * �"1 �1� •' " l�r�"="F MIAMI SILT LOAM,eroded (MmD2) J � A13 100 YEAR FLOOD PLAINS, FLOODWAYS AND FLOODWAY FRINGES P Y 1 STAPLE 1.5 STAPLES 2 STAPLES �8r.. f as "III Slopes are 12 to 18 percent. Moderately well drained. Frequency of ' ' C. Remove de osited sediment when it reaches half the height of the fence at its lowest point or is PER SYD PER SYD PER SYD PER SYD rA By graphic plotting only, The majority of the tract of land described hereon lies within Zone X (Areas P a • in one X' Shaded causing the fabric to bulge. � � 1 �, ,„• •• �r P determined to be outside 500-yr. floodplain). Small portions of the project also lie with Z *" r •�" " ° '`�- "'� + flooding: None. Frequency of ponding: None. Available water •� EROSION CONTROL BLANKET ' " _ - (Special Flood Hazard areas b 100-year D. Take care to avoid undermining the fence during clean out. capacity. Low. (Areas deteminded to be areas of 500 year flood) and Zone 'AE ( p Y 1'e E. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, Q bring the disturbed area to grade and stabilize. STAPLE PATTERN DETAIL SOIL MAP AND DESCRIPTION flood) as plotted on the Federal Emergency Management Agency Flood Insurance Rate Map for Hamilton 9 9 County, Indiana, Community Panel Nos. 18057CO205F & 18057CO208F, which bears an effective date of SHOALS SILT LOAM February 19, 2003. ROCK CHECK DAM: NOT TO SCALE This nearly level soil is on narrow flood plains along meandering ) A14 POST-CONSTRUCTION PEAK DISCHARGE A. Inspect the check dam and channel after each storm event, and repair any damage immediately. streams and in low-lying, weakly defined dRunagewayo . large river Z ( ° Qpre Max. (10 year) K 6.99 cfs P PERMANENT SEED MIXTURES bottom lands. Slopes are li to 2 percent. Runoff i slow. Flooding W CL B. If significant erosion occurs between darns, install a riprap liner in that portion of the channel. SEEDING RATE SITE SUITABILITY and Wetness is the main limitation. � a Qpost Max. (10 year) = 11.18 cfs C. Remove sediment accumulated behind each dam as needed to maintain channel capacity, to allow SPECIES SUITABLE pH O A15 ADJACENT LANDUSE drainage through the dam, and to prevent large flows from displacing sediment. LBS ACRE LBS 1000 SFT. DROUGHTY DRAINED WET LEVEL AND SLOPING OPEN AREAS WATER W The adjucent landuses are residential and agricultural use. D. Add rock to the dams as needed to maintain design height and cross section. TALL FESCUE 35 8 5.5 - 8.3 2 1 2 This area is 100 percent water. C U L_ A,6 DISTURBED AREAS E. When the dams are no longer needed, remove the rock and stabilize channel, using an e The construction limits (boundary of disturbed area) are shown on the Erosion Control Plan (Sheet 600-603). erosion-resistant lining if necessary. TALL FESCUE 25 6 5.5 - 8,3 1 A17 EXISTING VEGETATIVE COVER RED CLOVER ** 5 12 The existing site consists of a multi-story buildings, grass, asphalt, and corcrete. Ln A18 SOILS MAP AND DESCRIPTIONS KENTUCKY BLUGRASS 15 4 5.5 - 7.5 2 1 r 1 + J g 1"IIII ti SILT-SACK CATCH BASIN FILTER: CREEPING RED FESCUE 15 4 The soils ma and all pertinent soil type Information are located on the upper right quadrant of the Erosion t the silt sack inlet protection periodically and after each storm event. O U P P YP A. Inspect P P Y " ., 1 ' r;..°a... .� -n� >, ,�- ' °-" 'C(� I'��'a `+� • 1 ,1 a M 111 Control Details (this sheet). B. Remove deposited sediment when it reaches half the height of the filter at the lowest point. f TALL FESCUE 15 4 5.8 - 7.5 2 1 2 ! i . ' b� �Ir° A19 PROPOSED STORMWATER SYSTEMS C. Remove the silt sack inlet protection and sediment deposits after contributing drainage area is "* i The proposed stormwater system will include storm structures and pipes, concrete paved side ditch and grass stabilized. KENTUCKY BLUGRASS 25 6 "' ' ' Ili) p Iw N swales. A20 OFF-SITE CONSTRUCTION ACTIVITIES TALL FESCUE 35 8 5.5 - 8.3 2 ,'1 O o • EMERALD CROWNVETCH ** 10 25 �,�y', 1 11 I r 1111; 1 YI t�,1 n truction activities will include haulm excess topsoil and borrow o,fsite. UJ Offsite cos 9 P FABRIC DROP INLET PROTECTION: .ASS �, " r 4q + &^ 1"• p W, .1111 "_ co A21 SOIL STOCKPILES, BORROW/DISPOSAL AREAS A. Ins ect the fabric barrier after storm events, and make needed repairs immediately. LAWNS AND HIGH MAINTENANCE AREAS i �'.I �1 �, q 1 1111 ^ � P KENTUCKY BLUGRASS 40 9 5.8 - 7.5 2 1 ' " m °- "'' ' it and borrow shall be hauled off site. he pool area to provide storage for the next storm. Avoid damaging or !�"°" "" "`""1 I' z I . I Excess topso a B. Remove sediment from t p p 9 A22 EXISTING SITE TOPOGRAPHY CREEPING RED FESCUE 40 9 undercutting the fabric during sediment removal. I. �° ^.. �" ^� � 1 �;�I," d � ~ U h Erosion Control Plan Sheet 600-603. drainage area has been stabilized, remove and properly dispose of all PERENNIAL RYEGRASS 170 24 5.0 - 7.5 1 Existing one foot contours are shown on the E ( ) C. When the contributing P P Y P A23 PROPOSED SITE TOPOGRAPHY construction material and sediment, grade the area to the elevation of the top of the inlet, then (TURF TYPE) i Proposed one-foot contours are shown on the Erosion Control Plan (Sheet 600-603). stabilize. ', - ° 170 4 5.5 - 8.3 2 1 2 I� y''' ��° `. �r �• ` ;,1 1*N TALL FESCUE * " rh i" ' III CONSTRUCTION CONSTRUCTION SEQUENCE&SCHEDULE OF EROSION CONTROL IMPLEMENTATION PROJECT LOCATION STORMWATER POLLUTION PREVENTION-DURING CO C 1-PREFERRED 2-WILL TOLERATE ** - INNOCULATE WITH SPECIFIC INNOCULANTS G pir 61 POTENTIAL POLLUTANT SOURCES ASSOCIATE^ WITH CONSTRUCTION ACTIVITIES PRE-CONSTRUCTION ACTIVITIES: . There Is a potential for pollutants associated with construction machinery Including diesel fuel, hydraulic fluid, for a small amount of nine oils and lubricants antifreeze and other petroleum products. It Is unavoidable hp onsite storm water pollution prevention 3N� engine P 1. Designate the person responsible for complying with t p P tion of the site. Sediment pollution from site 9 these pollutants to contaminate soil In the grading and construe P1 disturbing activities shall be remedied by Erosion Control measures (see following sections). plan. Coordinate responsibil,ty for completing the site reviews after each X�" rainfall and/or a 5 1r1'""I 9 minimum of one time per week. Z N SALT ` t STORMWATER QUALITY MEASURE IMPLEMENTATION hn SOIL Z �- w' ? .. tau u 62 SEQUENCE OF Q - -1 64 and the Carmel Stormwater Administrator, Jo Yi o �,B S9 �,!� y ' * *1�_ 1* - - Z 2. Notify IDEM Rule 5 coordinator (317 233 8 ) < TOLERANCE } middle on CONDITION M Z a W =a ) rl M . . . :z' . l'I1 t, r- O �,, _ Q The Construction Sequence & Schedule of Erosion Control Measure Implementation Is located in the I s �, Z e q Thomas (317-571-2441) within 48 hours of starting construction. Schedule sere-construction � $�7 �� g W :'" � ,*'L �� I �1 � �„ u N O F- ' this sheet). 317-571-2441. � `-'a a� � �,�`1,� a' �"Iy11 =„ a„ � , "« � i � w' "" " .. ,', r� `" �� '1 ,� III!11 ►� - � F Z Z the Erosion Control Details ( ) • meeting with John Thomas at WET NORM DRY zf R 'Z _ Wµ. uI B3 CONSTRUCTION ENTRANCE F GEN. SqL SPRAY q 3. Post the contact information at the construction entrance. Include a copy of the N01 and the N � � c7 "'�I »`p"� • ,- V� �, .. t,� . � 111 �r' There will be no construction entrance for this project. i e person who is responsible onsible for im lementin the storm water CREEPING RED FESCUE _ _ "lit-- .y "" • ` .." = contract Information for the ons t p p implementing 2 1 2 1 1 1 MED. 1 20-25 12 18 7 21 S • " 64 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS onsite and week) site reports need to be FESTUCA RUBRA N111wn on the Erosion Control Plan Sheet 600 . pollution prevention plan. The SWPPP should be y p Iment Control measures for Sheet flow areas are sho ( )Sed available within 48 hours of a request.S ecifications and details are located on the Erosion Control Details (this sheet). KENTUCKY BLUEGRASS P POA PROIINSIS 2 1 2 1 1 1 MED. 1 25-35 12-18 10-20 MT �` n.`I� .i �1 M � 1 ^� l NTROL MEASURES FOR CONCENTRATED FLOW AREAS0 B5 SEDIMENT CO OF PERIMETER STORM WATER POLLUTION PREVENTION PRACTICES. INSTALLATION .- o � I '� y m? , . .,,. „' �„". � "•'� , ��:.• 111'e '11 Sediment Control measures for concentrated flow areas are shown on the Erosion Control Plan (Sheet 600). TALL FESCUE 2 1 1 1 1 1 LOW 1 24-35 24- 5-14 T i•• M Control Details this sheet). FESTUCA L ARUNDINACEA Specifications and details are located on the Erosion ( ) "1 v P 1. Prior to installation of the sewer the following practices on this site need to be installed: A.I B6 STORM SEWER INLET PROTECTION MEASURES Storm sewer inlet protection measures are shown on the Erosion Control Plan (Sheet 600). Specifications and A. Install fueling area, port-a-let, solid waste bin, concrete washout facility and staging PERENNIAL RYEGRASS M L'" ) ° `' "" "' m • w details are located on the Erosion Control Details (this sheet). area. LOLIUM PERENNE 2 1 2 - 1 2 HIGH 2 15-20 12-18 5-10 MT " ; ^ •. B. Complete requirements for spill prevention plan. B7 RUNOFF CONTROL MEASURES CROWNVETCH _ _ VICINITY MAP Runoff control measures are shown on the Erosion Control Plan (Sheets 600). Specifications and details are C. Install perimeter silt fence as shown on sheets 600-603. 1 1 2 - LOW 1 5-10 24 14-21 T D. Install silt-sack inlet protection, drop fabric inlet protection, and temporary rock check CORANILLA VARIA located on the Erosion Control Details (this sheet). dam NOT TO SCALE B8 STORMWATER OUTLET PROTECTION MEASURES 2. Land disturbance will be kept to a minimum until these practices are installed. RED CLOVER _ 1 _ 2 _ _ MED. 1 7-10 18 5-10 S S ATTACHING TWO SILT FENCES There are no stormwoter outlet protection measures required for this project. P P 1RIF000M PRATENSE B9 GRADE STABILIZATION STRUCTURES PROJECT CONSTRUCTION: No grade stabilization structures are required for this project. RANKING SALT TOLERANCE (TO BOTH SOIL SALTS AND SPRAY) } AND DETAILS OF EACH STORMWATER QUALITY MEASURE 1 GOOD T - TOLERANCE m 610 LOCATION, DIMENSIONS, SPECIFICATIONS There are no stormwater quality measures required for this protect. 1. Perform clearing and strip required topsoil, and haul off-site. 2 MEDIUM MT - MEDIUM TOLERANCE B11 TEMPORARY stormwater SURFACE STABILIZATION 2. Install Storm Sewer and rough grade ditches. - NOT TOLERANT S - SLIGHT TOLERANCE 3. Rough grade for asphalt path installation, and adjust structures to grade. CURB Temporary surface stabilization methods are shown on the Erosion Control Plan (Sheet 600) and detailed on 4. Install asphalt path and concrete curb ramps. 1" REBAR FOR BAG OPENING the Erosion Control Details (this sheet). 5. Temporary seeding shall be completed within all disturbed areas immediately following rough SEEDBED PREPARATION REMOVAL FROM INLET • B12 PERMANENT SURFACE STABIUZA11ON grading. No unvegetated areas should be exposed for more than seven days. APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. (R®AR NOT INCLUDED) � � � POSTE OF THE D Permanent surface stabilization methods are shown on the Erosion Control Plan (Sheet 600) and detailed on 6. Final grading shall be completed and permanent mulched seeding installed within seven days of APPLY 23 LBS. OF 1OXIMAT 2 ANALYSIS FERTILIZER () EQUIVALENT) PER the Erosion Control Details (this sheet). 1,000 SQ. FT. (APPROXIMATELY 1,000 LBS. PER ACRE) OR FERTILIZE ACCORDING t ' � SECOND FENCE final grading. B13 MATERIAL HANDLING AND SPILL PREVENTION TO TEST. APPUCA11ON OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN INSIDE THE END Spill prevention shall be accomplished by utilizing spillguards for equipment fueling and servicing operations. POST-CONSTRUCTION ACTIVITIES: ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. OPTIONAL OVERFLOW POST OF THE Spillguards shall be 3'x3'x6" and shall be constructed of a material resistant petroleum products (including WORK THE FERTILIZER AND LIME INTO THE SOIL A DEPTH OF 2 TO 3 INCHES - FIRST FENCE diesel fuel and oil). On-site fuel storage tanks shall have emergency storage capacity directly below the tank in WITH A HARROW, DISK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS FOAM 1. Stormwater pollution prevention practices should be reviewed and maintained as needed to keep POSSIBLE. DEPTH D case of rupture. Any Hazardous material spillage shall be collected and/or cleaned immediately by a trained them effective. Sediment will be removed from sediment control practices after the site is SILTSACK individual and disposed of in accordance with all federal, state and local regulations. premanently stabilized. FERTILIZER AND LIME SHALL MEET REQUIREMENTS OF INDOT ROTATE BOTH Indiana Department of Natural Resources (317) 233-3870 2. Review all disturbed areas for final stabilization. A uniform cover of 70% perennial vegetation is STANDARD SPECIFICATIONS 1995. DUMP LOOPS j ,`':: � � POSTS AT LEAST City of Carmel Fire Department (317) 571-2716 required. IN (R®AR NOT INCLUDED) - 180 DEGREES IN 614 MONITORING AND MAINTENANCE GUIDELINES 3. The contractor will remove the temporary erosion or sediment control practices as the watershed SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA WHILE A CLOCKWISE Monitoring and Maintenance Guidelines are located in the middle on the Erosion Control Details (this sheet). for each practice is permanently stabilized. CONSIDERING BEST SEEDING DATES. DIRECTION TO B15 EROSION & SEDIMENT CONTROL MEASURES FOR !NDIVIDUAL BUILDING LOTS CREATE A TIGHT Not applicable. GENERAL EROSION CONTROL REQUIREMENTS FOR COMPLIANCE WITH IDEM GENERAL SEAL WITH THE TEMPORARY SEEDING DATES LENGTH = L �° ° FABRIC MATERIAL STORMWAI ER POLLUTION PREVENTION-POST CONSTRUCTION PERMIT RULES FOR STORM WATER RUNOFF FROM CONSTRUCTION SITES JAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC WIDTH = W DRIVE BOTH WHEAT OR RYE / e � ' POSTS BOUT 10 Cl PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND US' 1. All Erosion Control practices shall be in accordance with the IDEM INDIANA Storm Water Quality SPRING OATS c / Potential pollutants include petroleum products and antifreeze from automobiles using adjacent streets and INCHES INTO THE drives; and sediment. Manual latest edition and the SCS "Field Office Technical Guide". GROUND AND ANNUAL RYEGRASS C2 STORMWATER QUALITY MEASURE IMPLEMENTATION a BURY FLAP N ° Stormwater TORMW quality measures are implemented by construction of the site improvements. 2. The Erosion Control measures included in this plan shall be installed prior to initial land Z disturbance activities or as soon as practical. Sediment shall be prevented from discharging from PE MA E S ED NG DA S ° a a i C3 PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES the project site by installing and maintaining silt fence, straw bales, sediment basins, etc. As s o The post construction stormwater quality measures consist of vegetative cover and grass swales. Stormwater shown on this plan. If shown on this plan, energy-dissipation devices or Erosion Control at the 4 runoff is largely perpendicular to the impervious areas; Therefore, the vegetative areas will work as filter strips. outfall of the storm sewer system shall be installed at the time of the construction of the outfall. NON-IRRIGATED • ° �� 1 0' ROCK CHECK DAM The vegetative cover areas cnd grass swales will filter out potential sediment and pollutants collected from the IRRIGATED 9" MIN/24" MAX 2 2 L impervious areas of the project. 3. All on-site storm drain inlets shall be protected against sedimentation with filter fabric, or r C4 LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE equivalent barriers as shown on this plan. DORMANT SEEDING•* 1 The location of the vegetative cover and grass swales are as indicated on the Erosion Control Plan (Sheet D ) IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL 600 . OF POST CONSTRUCTION STORMWATER QUALITY MEASURES 4. Except as prevented by inclement weather conditions or other circumstances beyond the control of ■ EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, SILTSACK CATCH BASIN FILTER DETAIL O FLDw FLOW C5 MAINTENANCE GUIDELINES the contractor/developer appropriate Erosion Control practices will be initiated within (7) seven USE MULCH. -_ i30- The maintenance of the post construction stormwater quality measures shall include the cleaning of any debris days of the last land disturbing activity at the site. The site shall be stabilized b seedin , * -LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS NOT TO SCALE and accumulated silt and sediment in the gross swales, and mowing of the vegetative cover and grass swales y 9 if E REVETMENT g 9 9 9 sodding, mulching, covering, or by other equivalent Erosion Control measures. IF MULCH IS APPLIED. AGGREGATE RIP-RAP DITCH cEOTExnLE FABRIC as necessary. The Swale shall be inspected monthly and after storm events. ** -INCREASE SEEDING APPUCA11ON BY 50% (8 OZ OR HEAVER; NON-N17VEN) 0 5. This Erosion Control plan shall be implemented on all disturbed areas within the construction site. i All measures involving Erosion Control practices shall be installed under the guidance of a qualified TEMPORARY SEEDINGS ROCK CHECK DAM O WOOD, METAL OR personnel experienced in Erosion Control and following the plans and specifications included herein. KIND OF SEED PER 1,000 SO. FT. PER ACRE REMARKS SYNTHETIC FRAME PROVIDE CROSS NOT TO SCALE *NEAT OR RTE 3.5 LBS. 2 BU. COVER S®r To 1 1 2'DEEP BURIED BRACING WHEN SPRING OATS 23 LBS. 3 BU. COVER S®1 DEEP GEOTEXTILE a 6. During the period of construction activity, all sediment basins and other Erosion Control measures ANNUAL RYES 1.0 LBS. 40 M COVER SEED 1/47 DEEP• FABRIC _T_ NECESSARY shall be maintained by the contractor. At the completion of construction, the contractor shall BURIED coordinate the transfer of required maintenance responsibilities with the owner. * NOT NECESSARY WHERE MULCH IS APPLIED. GEOTEXTILE - 3 Q COMPACTED FABRIC F 7. Public or private roadways shall be kept cleared of accumulated sediment. Bulk clearing of FILL W o ,N, accumulated sediment shall not include flushing the area with water. Cleared sediment shall be i 3 ADDITIONAL EROSION CONTROL returned to the point of likely origin or other suitable location. } A vi MEASURES MAY BE REQUIRED BY r" T s STATE OR COUNTY OFFICIALS 8. he contractor shall control wastes, garbage, debris, wastewater, and other substances on the site % A~- I v°a a, in such a way that they shall not be transported from the site by the action of winds, stormy o Q/t-o Y x >o a water runoff, or other forces. Proper disposal or management of all wastes and unused building X-o materials appropriate to the nature of the waste or material is required. i ��/� `�i ;_ �I._ M O w w �. INLET I' Ld U 0 io co 9. Additional Erosion Control measures may be required by state or county agencies. NOS' ED C'4 THE FRAME SHALL BE WRAPPED WITH ONE . .. .. .. .. CONTINUOUS PIECE OF GEOTEXTILE FABRIC m o Q TRENCH DETAIL SECTION A-A AND A 2' OVERLAP SHALL BE PROVIDED. wZa_ 3' MAX o O) QO n cD ,.C1 U H w W w o Q� FABRIC DROP INLET PROTECTION DETAIL O FRAME DETAIL Ld Ld�'I- z B SHEET 604 w w w w o NOT TO SCALE a_U1�Jir XD0L"m