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106th Pathway (Westfield Blvd. to Keystone Ave.) ■ of GARS Uj CITY OF CARNIEL G 4�ATNFRRV x 1 M Uj PROJECT DION ;z NO . 09 09 0 1IIIIIIIIII=W OWNER CITY OF CARMEL 106th STREET PATH ONE CIVIC SQUARE CARMEL, INDIANA 46032 Uj (317) 571 -2400 TOPOGRAPHIC SURVEY BY: O AVENUE JONES & HENRY ENGINEERS, LTD. WESTFIELD BOULEVARD TO KEYSTONE 2420 COLISEUM BLVD. N. STE. 214 FORT WAYNE, INDIANA 46805 ■ (260) 482-1920 Q (260) 484-7210 FAX HOLEY MOLEY SAYS HONO A LE JAMES AINA AYO " DON ' T DIG BLIND " 0 D M ° J 4 :::� § LU '�.. '. n� ,,. I''"I ,,� I I , aWl ^.,-. III.., x ,, ,.wwf �' i •, 1 , I w .. : II ,r "., ,1 .` � :.,o-, 1p,. �., , 1 .,'. I • -%01 III i , r " 1 ,r k rr r agM'w r 1 1 . , ,. I m ,. „r � 1w , I , r L " .� „ � I ITS THE LAW" fip 1 PL I.W. M b, CALL 2 WORKING DAYS BEFORE YOU DG u1 INDEX OF DR AWINGS SHEE T N0. Iry , r ' ,- I L •; , 7 .. I' e, r Nr.-.... � V�i, .�.. II 1 , !,. 11 .» .. 1 1 ,� ., ,, CALL TOLL FREE 1 11 R I 1 0 ,;, 1 ` TITLE SHEET & INDEX " , �. � 1 � �11, I � �. L � TA LAW IS 69 1991. Im w .# ,:„,,�, �; -.•L.. PER INDIANA STATE L 1 L �� - • , ...„ �, 1 „m L ��,. �, ° :.� 1 IT IS AGAINST THE LAW TO EXCAVATE ,. .N`ur,, w 1�1 w ,;p � .. ., „ 1 nl, , u 1 — ,�,;.. a ..;, h 1 I ”, � .'. 1 �,r� �1 ' UNDERGROUND TOPOGRAPHICAL SURVEY & DEMOLITION PLAN 200 201 ,Ir 1 � 1 � , ,�� •� r •'IIP, I -» I 1 r pl1 II 1 ,, ,:.I WITHOUT NOTIFYING THE U fiiw� 1 ' P 1m " -11 I W , 1 1 I w" LL w r w � u Il „, ,1 .. � LOCATION SERVICE TWO 2 WORKING Uj TYPI CAL SECTIONS 8 MISCELLANE OUS DETAILS 3 0 0 DAYS BEFORE WORK. 1, 1 SITE DIMENSION PLAN 400-401 rl, I GRADING PLAN 500 I �I�I°I nl 1 Ili R r. : -.. , , 1.11: , :. ✓°.I ta t, III"` ' ': 1 ., ::. III IIUF+:'.,';'.. „ ,,. �' I�IY 1,!11... :., 'I -" I I I ., • III - .: ,! -, ,�.: m om " I1 ,,I _ PLANS PREPARED BY: MrM EROSION CONTROL PLAN 600—601 11 w 1„ 1 1 IL r�� m� IIII ' I d� 1p�lw ., hI 1 EROSION CONTROL DETAILS 602 ... � w ,..r/ STORM SEWER STRUCTURE DATA TABLE 700 1 II II i1 -.., 1 w, . I � .r 1 CROSS—SECTIONS 800-818 PROJECT_ . w LN<'•I. O-� Cr_H.Z —RF PROJECT LOCATIO I I I ".: � -r M rl. r. I rlw, i9ff^ '.�.'.L 11 I� '"� 1d 11 . .I„ ,d 11„ e�a w � 1 .. 1<• ',' �, ',. ry .. r 11 rI m„1 R E S�` T. ,r "w II 1 1 � � p I . fi„IIII : i :,gym ': rl�. 1 • t,,. r -."mr. „�'g. :. i :, _ r.� - -, t: f.w.. �.... ■ ■ INDIANA DEPARTMENT OF TRANSPORTATION „ :.: w wti :.' :� i �,. .. .... ”::,i I ,. I i . „� P w 1,-..J III ,., -.k.. •, N D � '.. I C S TANDARD SPECIFICATIONS DATED 2008 INDOT K L N � rr":Y ! � 1r, Transportation ortat�on & S U PPLE MENTAL SPECIFICATIONS. Development Consultants nts 3417 SHERWIN D R. BEEC H GROVE IN 46107 (317)78( 15 55 W , V "'W,�-' a ,�!'",",,�.., $q1�. _ , �1 • i 4. .,i,i s II :� I I' I L- ,� - A r,.':. fi S �1� , ri .._r IYy�fy Mx R .: ✓ X i,. 5 Ir Iry " :�, pr' :r": ," ':, -.,i X .- 'y.:.. - , IIII ,- � 14 1 ,'raw yew J t• ,y,�� I r " • �.�; :,,IL 111 .i ": 1 ,. L 4 9 I, ry:i .. „,� ,. 1�,. tl �iil. 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Listed below are the Indiana Underground Plant Protection Services Contacts, Others not listed may exist. DESIGNED: WFH CHECKED: GJI DRAWN: LMC CHECKED: TEN Q ° SEWER WATER ELECTRIC CLAY TOWNSHIP REGULAR AND WASTE DISTRICT CITY OF CARMEL WATER UTILITIES DUKE ENERGY PROJECT LETTING DATE : XX - X X - 2 0 0 Y 10701 N. COLLEGE AVENUE, STE. A 3450 W. 131ST ST. 100 SOUTH MILL CREEK ROAD ■ INDIANAPOLIS, IN 46280 WESTFIELD, IN 46074 NOBLESVILLE, IN 46062 o PHONE: (317) 844-9200 PHONE: (317) 733-2855 PHONE: (317) 776-5347 CONTACT: RYAN HARTMAN FAX: (317) 733-2053 CONTACT: FRED COMBS CONTACT: STEVE COOK CITY OF CARMEL UTILITIES CABLE 760 THIRD AVE. SW VEOUA WATER INDIANAPOLIS BRIGHTHOUSE NETWORKS CARMEL, IN 46032 1220 WATERWAY BLVD. 3030 ROOSEVELT AVENUE PHONE: (317) 571-2634 INDIANAPOLIS, IN 46202 INDIANAPOLIS, IN 46218 APPROVED B Y• -°-) FAX: (317) 571-2642 PHONE: (317) 264-7718 PHONE: (317) 339-9075 CONTACT: ED WOLFE CONTACT: DALE KOCH CONTACT: JOE EVANS 9 w o BOARD OF PUBLIC WORKS AND SAFETY FINAL V W v co GAS TELEPHONE FIRE DEPARTMENT 8 W "' VECTRFN ENERGY AT&T CARMEL FIRE DEPARTMENT E a 2 CIVIC SQUARE a,o P.O. BOX 1700 5858 N. COLLEGE AVE. 7 v 3 m NOBLESVILLE, IN 46061-1700 INDIANAPOLIS, IN 46220 PHONE: (317) 571-2600 CHAIRMAN 6 C O N ST R U CT I o Q) o FAX: (317) 252-5134 FAX: (317) 571-2615 X W PHONE: (317) — JAMES B R A I N A R D MAYOR ---� —',_ FAX: (317) 776-5553 CONTACT: GREG CAMMACK CONTACT: KEITH SMITH 5 Lij w�~o CONTACT: DON PERDUE MARY ANNE B U R K E — MEMBER 4 Q ..o� DOCUMENTS .. .. .. .. .. 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 LORI WATSON — MEMBER 3 V,ca a further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does 2 }W certify that they are located as accurately as possible from information available. The surveyor has not physically ocated the _— W w o underground utilities. 1 Ci�w w o Q o a, 9WO • TV � S�E: Ne N0. DATE REVISIONS BY APPR.Z am WLi W,;;%.jFte%0 W W W 0_1nXJX XDEE:2 C:) CD + + + + + + + + + + + + + CN 00 L0 co 00 0') It— CN -------- CN ------------------------------------ -- ----- -- ----- q. 04 ------ --- --- CN S as ----------- ____ - - , . ",: I.I L.-., I,'L,, L ' --,, c� lon m of� & Li ----------- .-Got E-� Apr Va T Sru h.Street E --------------- --------- W N;w ate Trustee a 9 S`Ij ffitt Way �p --------- 1870 106�'t ......11111y luoi Mwitt I _g, 4#3 �* �h L 032 '0"IMh- .46633' 1 � T I t Wo Street E ____182Q Lis _&:Kjj- -Kettery ---------- --- Favia J, bovid J Liso Joseph Barry um� Mon 4 &'Osa G Post David ------ Sil�s Maim, , -" I I " I" ; -, I" 5909 Silas MOffitt"Way 45909 Way'l 106M Street E 95 Carmel, IN 46033 -- ----- y §0 COM arme 1. IN 46032 -in 317 460 IR-9032 Marlene J Shurtiale%-Revocable-Trust 2 Corm 1. IN IN 33 IN' c� 4 ------- Otith',5treet':E. '!;a 46037,-Approximate Delineat an ,a T 7 f 106� ShL d d' U 7', . 8057CO2Z f for I L --------------------- c� Flood Zone 'AE' per FloDdway vc Ne c', �,fo n ea PA-- r -Z H�d�mlio# County Eff t- - -------- bruaryl 9, 16 0 W ------------ e -----------------R- ----------- REMOVE,AND ...... PROTECT Oprmiioat6 D�lin6qtiohi,of ---------- ?ESERVE AND DISPOSE-OF 7PI.e, Wilt AND DISPOSE ,proximate, 'AE'�Shaded p6r� LU A0 Road Pne ..... ...... ................ LLJ F106-Zone loodvi�y,W F� Flood �`#1 8057C ........ /OWE hole -EXISTING SHRUBS ....... MING EXIS*G' RE, -------------- W �NH 08 ap #1 8057CO228 _0 H OHE Ex. �,qnitary'Mqn ONLY AS"REQ " I I ,' Ex Mdrih 'x42 Eh Sanitary C 29 Rimt$03. ------------------- �ay Map -- - ----------- F4bru ry,-19, 2003 1�('H� y Effective le- -1 — I 0oni Count > liptical CA�P Rim Uj Z --------- ------------ 111v. kE/-/K58 _804.30 ffecti' a ------ --------- OHE'— ---- ----- -------- for Harnilton County E Zone February 1------- REMOVE AND '7�7 ---------------- U)Ex. Slorm, Manhole' ----- --- ----------------- OHE --I " In =79&05 0 W ---------- VA Y_ ------------- Rim-'804.34 t Tole 9, 20031% (S) �R, DISPOSE OF ----------------- OHE- ------ ------------------ -------- --- -------------- lip UP ---------------- C:) 7 T o ---------- ------ Uj T DME o"E- OHE'---OHE OHE OHE OH E X X X T T OHE iE ----------- t V G E Inv— AND PRO VV —_ — __4------------ r T HL OHE W + Qq-A I I Lu m W W -------r---7 W �N W W se-PRESERVE-_ 7-4 7T N LINt NW4�,,K-OW --------- 786. G G G G (L L--------- --------- LL. Uj -1 T,p I TBOO I W 25' HALF-RIGHT-0. Cf) F In OF-WA Y EX-1-30' HALF PIGHT�QF�WA LF -DISPOSE 0 v. (N)=M 46 RIGHT OVE A VD, REMOVE AND DIS��O-------------7BY16 U, -AND LAffi$CAP`1NG SE gn y RT PRESERVE REM 0 VVE EXISTING IREE LINE AND In v. (E)=797.62,, ? Uj -C W ALF U) 7P '777 ( ----------- 7ft --N V7� OF FXIS77Nr T TECT YARD S1 R OVE PRO PR07TEC ence AND TING TREE CD I EXIS EXIS77NG TREES R V Manhole y GU Y WRES VE EXISTING HEADWAa A'T L;-"-, ]PRESERVE AND I 1 1,_") " -- REL PRESERVE AND PROTECT tXIS Ex. Sonitar Chain Link 804.59 DISPOStOF Ex. Catch Basinsv 0 8 Ft. Wood I 40 VE AND PROTECT PIS77NG`,�CULVLKI FOR REA40 DISPOSE 101" 60' Building'tine t VE AND P 'r ORA VEL Pri ce 60' Building'Lli,ne ---------------------- IS OSE L 0 vacy Fen 1 94 C, Building' t �AS NECESSAR Y TION Cleqh' PA, IN Ex. ou EXIS71NG CHAIANUNK AND Zr' ';i)---- -- yL'& Smith Farnily-Trust witWK Brodle SprinIq 61/ `,, �E PRIVACY FENCE WTHIN ILL PROPOSED RIGHT-OF-WAY D ------------ ---------------- Smith Trusto I "Living' Trust - -------------- Y U) Scott Rarker frdner F�qmi W -------- Kent E & Jerri 1 Gardener Trustees & Hardy Christine Croll Altman, 1831 106th Street E Family Living Trust with Steven A Learn` ------ F0 net Von Foerste ; 11, 1 8,)s I---I I l�� I I 1 11 Carmel. IN 460a Mark 6yT_1�6wman P 0 Box 108------------- oul-evard -Rol— Pager A & I L lings el. IN 46032 IPI-AR C.ormel. IN'46 ----------- ----- 305 5 Timbe rook Lane 66(L Westfield B Carmel..AN 46082,,' ---�PARCEL 4] Hardy Trustee 1,/3 int ea0 c� LIFolrings Xn "III Drive T - IN 46280 Farms, 48025-4 12 Sprin4,,Hill Dri Indignaporis. 105 ve [PARCEL'[PARCEL 1] ry [PARCEL`,�] [PAR�El_ 6] LU <I I Cr Uj CD CD CD CD CD (D + CD CD + + + + + + + + + + + + C) LO co 0') %_j V_ + 0 LL C:) CN CY3 LO C.0 rl— Cq CN CNJ CN CNJ CN CN co co Cy') CY3 Cy') CYI) cy') 0 cy') 0 CD -Glo es 5 John R,& ria J rbour '4� a e C) Ch u M Dr C1 -- --------- :Z Carinel. IN 0 48 106th Street E 's VaIpT7J Jr. tricia S Kowaik \ ct:: e� �e�Wooden, Arice M_F[icker Ld Zoi, I Trustee 06 266 106th Street E a --------------- 2038 106th�Street-E 20 2 J( -d n 0 ei. IN Carmel, IN 46OR-4,;o-------- 060 -------- Carmel. IN 46032 ---- ------- CD -- -- ------------ -- CD - ---------- E P Wcnhole -- --- ----- -- ----------------- Zone Rim-76$, E C> - -------------------------- 0 /t ------------------ 1XI LU ------- Approximate Delineation of Flood Zone 'AE' per FloQdw'ay Shadq Ex,'� Sanitary Manhole 'Map #1 8057CO228F for 00 Rimr-783.10 -d ---- Hamilton County ffective --------------- F!bruary.19, 2003 ---- -- ------ OF ------------- Zone At REMOVE AND DISPOSE DI POSE,,, F L9 X1577NG CULVERT PER NST4LLA 77LW E PLAN6S -------- AS NECESSARYFOR, S71Nd Natural Drain LU Lj PATH I ------------- SIRUCF& POINT Lij -------- --- Ex. --------------- -------- ------------ ---------- 00 ------------ 4- St Uj U) V, OF-WA Y LIJ ------- --—---------------------------------- --------------- CD ------ Ex. Sanitary Monh --------------- 4 C) U) ------ --------------lt--�- C:) Shaded OF EXIS71NG CULVWER ------. ........ In `AE' REMOVE ANLI UINIU)t - --------------- ...... one ole -782.90 --- --------------- ---------- ----------- ---- 7up T T -------- - —————— T----- ------- c::) ------------------- T --- ---——------- ------------- X_ X X .. . . . . . . . . ............... ....... Ij G G ---—--- + T T T IL )C� OHE. ',,��E 08 1 _-, --- T .. ...... CN7- . . . . . . . .. . . . .T" . . . . . ... .... r-- ...... ....... ------ . . . . . . . . . . . . . . . . .. .... .. W . . . . . . Cy-5 . . . . . . . . . . . . . 77 T-7 W G - 'SER VE A I \1 . . . I I RetWoft W,11 --- ----------- 8 ------------ I —_T '4� -------------------- ------ ---792- Pipe U) ------------- 7NG ------j--- I ------------- ----- ----- ---------- --- 82 Z' -1___ - 30' HALF RIG___ - ----- ------- H WA T LL1 Zone 'X' ------ --------------- y In v�773.05 1 CL VE CL LL1 OF Shadpd ...... ........... --------- 'EMOVE . . .............. ...... ............L EXISTING"FENCE WTHIN zone At Z-L*__,,-,-1- 1, 1, % - 1 11 EES 15'Metal Pipe Culvert \V.I 48 . . . . . . . . .7 E AND EXISTING TREES I in Y Approximate Dili eation of L Shaded EfflSJING TREES Flood Lone'X Shaded per AND TREES Floodway"Map #18057CO228F ce W THIM-PROPOSED RH I-OF-WA Y Zofia'Y: Zone 'X 1.I-Ep 40 umt Dq, OSE OF DISPOST OF *779 1 -en R1S77NWNCE r OPOSED RIGHT-OF-WAY . . . L REMO VE AND' DISPOSE 713M0 cEMOVE AND AND In v.-777.42 16wj �oter (IW6) Wj for Hamilton County Effective A�proyimate REMOVE AND D/SPO zone Delineation of IPP or 19, 2003_RVE-AND-- 11 \ , -, "" .,I " .PRESE PR07ECT Febru FI.o4d Zone 'AE' Shaded er . . . .I; , , .Zone Zj EXISTING CULVERT j I \ 7- -9 I 000way Map #18057C 2281,,, Shodpd for Ka—MW*—� Muu—R Zone Y 75' Building Line i ' 01 StutZMan ---------- h-e—is—&-SGson Sigman 106th Street E IZI 7 avis 1919 7 Swank Li Trust n R & Opal L 20` rNbna k,1(334na _G Al j Sea qk D&UE 10 Jr ter ru t Fy_ 2 S I th'Street E sw__ 10520 Holaday Drive 1,8 IV n Robert L,,& Kdreh L Dos 978 N3 urine 06th ----- ------ `:�""�o_dd Hollin ss tate to 00ol L Swank _RCP February 19 gm-Tal ee Eccie9:WfflT14i79 127 Zone At 06pold R & MbF Fha A -us ee V 200 ----------Tr ilso, Carmel, N,46032, rainage 037 _-- -- -- th Stregt_f __ -1 )r Lsm,t Carmel, IN 46Q32� ... ---- ---- ?,I IN 46Q32 ConmeL IN -------- 10590 Brookview D, Hbladay Dr *----2Q2a 106 OM E Areet C IN 4602 4(17 106th Stre -1 -§"et::E--------------------- 2149 4R [P'ARCEL,,8] I _F :3 Carmel. IN 46032 0545.&.SuZqhn 2,0331- Jean E Gro [PARCEL 7) 2035 h E C 46032 — Cq el. IN 46032 CEL 91 [PARC Carmel. IN_4603 [PARCEL 1 12]*, C) C:) + + + + + _F + 50 0 50 100 C:) CN M ,;I- LO rl-_ 00 -- ------------ ------------ n ----------- Phillir),,D,FM aret__A_2W0in Sarah H --------------_ arn The No rth America SCALE: 1" 50' --- Deed Record n Mission BoarT7o ii 122W, I----------- -4 em ----- -------- ------------- ---------------- -------- I--- ---------- the South Baptist Convention. Inc. ------ ---------------- ------------- cp -- --------------------- Z ------ lns�� 200000031 11 - 994 W �'y Z GENERALNOTES FLOODPLAIN INFORMATION��] 0---- ---71,--- ------------ W co I co I N,- W I -2 L ji 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS A SHO ON ESE 0- S WN TH -------------------------- - ------- - BY GRAPHIC PLOTTING ONLY THE MAJORITY OF THIS PROJECT DESCRIBED HEREON LIES Cf) PLANS IN ACCORDANCE WTH FEDERAL, STATE, AND LOCAL MTHIN ZONE Y (AREAS DETERMINED TO BE OUTSIDE 500-YR. FLOODPLAIN). SMALL REGULA 7IONS. (n Z) ----------------- CONTRACTOR SHALL LOCATE ALL U71LI71ES AND REPORT POSSIBLE PORTIONS OF THE PROJECT ALSO LIE WTHIN ZONE 'X' SHADED (AREAS DETERMINED To BE LU Ex. Storm CONFLICTS TO THE ENGINEER PRIOR TO THE BEGINNING OF ANY AREAS OF 500-YEAR FLOOD) AND ZONE 'AE' (SPECIAL FLOOD HAZARD AREAS BY ----------------------- ------------- Lj E Sto�m,,Curb Inlet 01 ...11 --- ----- Rin Curb Inler CONSTRUCTION ACTIWTIES. 100-YEAR FLOOD) AS PLOTTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD Uj 0 INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, COMMUNITY PANEL NOS. ------- J. CONTRACTOR SHALL PRESERVE AND PR07ECT ALL EXISTING TREES Uj EX. 40' HALF RIGHT-OF-WAY !nv (SE)=78J.08 G E E UNLESS SHOWN ON THESE PLANS. 18057CO209F & 18057CO228F, WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 1 1, 2003. E E E F L E E CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILBOXES AND STREET SIGNAGE. 4 E fle i"I G Sanitary --------------------------------- 0 G -IG" G G G Mani )le Ex. Storm Manhole 17,; ------- EXISTING LEGEND ---------- ---- ---------------- Cn 5. CONTRACTOR SHALL PR07ECT PAVEMENT FROM SCARRING DUE G' An ------------------------------ ------------ C:) T. TO 786.7Q -Rim-785-20- str. #2GO8C7403 ----- ------ op 810 CONTOURS EQUIPMENT OR CONSTRUCTION PROCEDURES. ANY PAVEMENT POWERPOLE ------------ T -------------------- G pp LO ------ Ex.--- dnkory DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. Y_ 0 )GHE GM( I - 7 HE 0HF OHE OHE- - OHE 0 -- 0HE )HE --------- UTILITY POLE ADJOINER LOT LINE --------- -------- 6. CONTRACTOR SHALL FULL DEPTH SAWCUT ALL PAVEMENT TO BE --- --- Lp _,,L 11- ----- MB UP LIGHT POLE RIGHT-OF-WAY + Rim-7876 I C�rib Inlet 71orth qT0P1=T1! REMOVED AND REPLACED. LP Y,y W 106th STREET Cx. JUX14 11yL VE YARD LIGHT SECT10N LINE W W W W T 00 W GUIDE WIRE -------------- EDGE OFPAVEMENT U) A e 1� 0� "I i . _Ex. Sanitary MY note E "Storm E* Storm Man, VF PRO7ECTUAU ES.AND i: DITCH LINE rx._Storm___ W W W A— In v. NW `78 Curb"Inlet----------------- --Ex Storm -787.99 POWER BOX -------- P. ps Cn 2.M, Curb Inlet ------- ------ F: ROL _aECRIC, Rkn-ZI7.10 C/) 7 -----In RaOCATE_qGAtS Ex. Stqm ------- ----------------------- Curb Inlet 7-ronsf— TRANSFORMER WATER EDGE 17� 1 Manhole : r U) OHE QHE OHE OHE ------------------------------------------- W ---------------------------- -------- ELECTRIC CABINET EASEMENT LINE Up ------------------------ -------------------- ------ L VEKCHMARK NFORMATION] Rectric Ccbin ---- X X ---- ----- GAS METER FENCE LINE UP IBM LJ Uj E C/) 27 _X r GAS VALVE W T_ x ---- X. 4j � To ----- -- I ---------- EX. 45' HALF RIGHT-OF-WAY I NORTH BONNET BOLT OF HYDRANT 0 THE SW CORNER OF HOLADAY DR W 1.GS CTV- (�TV- - --------- -Access Esmt LU GAS LINE SHOT CABLE TV LINE Ncn & 106th ST U) ELEV. 781.84 GASMARKER ELECTRIC LINE E C3 I t WATER VALVE EIHE OHE OVERHEAD ELECTRIC LINE (0_j Ex. Storm NHOLt, I ex. Storm Rnd Inlet T T FIRE HYDRANT Rim-786.65 Ex. Cl TELEPHONE LINE Inv. (So--790.31 PRESER PR07ECT I M _1�6b ------- ARESERVE AND PR07ECT ELECTRIC BOX IBM 0 WATER METER 0< W �2 (j , PRESERVE AND%PRO7tCT Ex.:t L OCA 7E SIGN SEHIMU PA TH STORM MA I Rim 784. Ex.'Storm Manhole SIGNAL LINE IV60 IN UTILITY POLE DNR RW1 (LOCATED 17' N OF 106th STREET AND 7Y W OF J X Z eanout LJ Cr< 7 HOLADAY DRIVE WEST) a-, 782.0 7ff6 o I STORM ARfANWHOLE U Cn 0 In' ELEV. 785.14 TELEPHONE POLE G ci GAS LINE (N)=782.6,VE AND PR07ECT T PR[SE� In v. 0(T) To// STORM CATCH BASIN WATER SERVICE LINE ---- ----- SANITARY CLEANOUT s s s SANITARY SERVICE LINE . . . . . . . . . i NORTH FLANGE BOLT OF HYDRANT 0 THE SW CORNER OF SPRING HILL DR -------- -----I--- I : => IBM K MH F10 TELEPHONE MANHOLE w WATER LINE 4 IFt, I EXIS71NG CE Sprinkler ca V) < 75' Building Line ------- SIGNAL MANHOLE STORM SEWER WITH MANHOLE Lj & 106th ST MH WRED PROTECT 59 Liso as 99 §, Itt Wo IN ff 33 y CULER r otical CMP T 1VH1 T �ds ELEV 790.2J SIGN SANITARY SEWER WITH MANHOLE Millbrook the Woods Millbrook the Wo Millbrook the Woo s _-------- ------ Instr. #9362095 0< Instr. #9362095 TREE LINE L,j Ed Instr.' #9362095-- cy, MAILBOX L /LOT 25 LOT 22 L IBM MONUMENT FOUND 0 -LOT'24 T-2 LOT 21 0) 00 r- r) C14 C5 NORTH BONNET BOLT OF HYDRANT @ THE SW CORNER OF WESTF7ELD BLVD :Z LLJ LLJ(n Lyz_j X=)0 Em & 106th ST FULL DEPTH SAWCUT 1 ASPHALT CONCRETE GRAVEL SHEET 200 O O O p O O O O O + r- p O 00 O O O+ + N M oc O p + 00 � COfl IT— O co N LO L0 CD L a� \ 0 30 60 30 o m x I PAP _ CONTRACTOR TO FIELD INVESTIGATE LOCATION o (U w AND DISCHARGE POINT OF EXISTING STORM AND COORDINATE INFORMATION WITH ENGINEERING SCALE: 1" = 30' A N X PRIOR TO CONSTRUCTION \ PRESERVE & PROTECT o EXISTING SIGNAGE j.J I > LL Ex. 8'x4' Conc. Q k TBM#5554 PRESERVE & PROTECT Box Culvert \o SAWCUT AND REMOVE z EXISTING SIGNAGE CONCRETE CURB TURNOUT W > W ' Inv.-772.69 � Q ---------- - F n r - REMOVE TREES \ REMOVE \• `� AND BUSHES • - °y� REMOVE ND BU HESES - ----- Z SAWCUT AND REMOVE BUSHES -- - OVE EES - --- - L� -= --- - 6 6 -------- --------------------- H REMOVE TREES -- - - - -- -- CONCRETE CURB TURNOUT _____ _-- - ----y -- ------ ------ - -- - ----- -- ---- --- - 'G-- --g-- ----G- !, _ 6'- -T -G OH ovi A S - - ---- -------- - T T T T - - - -57�1�"--------------- ---- -----�---- -�---'k--- --- Itt \_ _ I f�._�__�_- Ii VI 1. I I:- Y I - °�J w U �� ONU -__� ,g0,�, I W W ` w w `:. _ U) II I W - - W ---- - -W - __-- - w -- — w w w =1�_ --- w W w OH------- _ ____________ ------- - -- w 106th STREET _ _ _ -- __ - - ------------------------- �----------- N LINE NEY SECTION 7 17 4 __ _ ______ _ - ------- ------- ___�rw=-- __-_----- ------_--_-- - - �- w w W W W W -- /1 -- ----_ ____--- __-__--____ -___----_ ---_--- - --- ---- --- ------ - _-_ - - W W w '•i• _- - ------- - ° _---- __ _-=_ HU- - _ 1 _ OHU _.��OH � d- - HU _ �� 79-_----------- -- _ L atOJ•L f OHIT - - - ,�- - - ONU - - 0 � _ -7 [Sail11 V --- - - - - - ----- } w ;tc W 4 77A E - \ _ - / ( • II ' - - -- - w- _ _ r J 4 v - - `n' --------- VPRES I s nEXISTI �R -� - '` - _ • fi 1 r 1 q �\ a 1 Z r7_ - 1 EX. 40' HALF RIGHT-OF-WAY \ o I9 ♦ 1 I n �HJ Il� � ) REMOVE I v I �:. 1 a � TREES `� o -� -- _� Inv.^�769.88 — - - - - - - - - - - - - - - - - v a PRESERVE & PROTECT 0 CMP __-- - _ - - - - - - - - - - - - - - O Ex 12" - - - - - - - - - - - - - - - - - B Id L I, - _-"_- - EXISIING SIGNAGE Inv.-772-69 i I Inv.�772.29 - _ - _ _ - - - - - - - - - - - - - - - -- - 30 w g me ' in � I i CL U Li N 0 I 30' Building Line i t 1 REMOVE SPLIT RAIL I REMOVE RAILROAD TIES AS I Q G 3 I I I FENCE AS I REQUIRED FOR INSTALLATION I N -� ---� ___- ter--J REQUIRED FOR I OF PATH --- LOT 3O I I a Ll. o Q I r 1 a J I' o { ---_______, I I INSTALLATION I.a LOT 28 LOT 29 , - -_________ w I Roger A. & Nancy L. Blonding Uj U) OF PATH v, w LOT 27 - ----------------------------- --- — ----y Tho pso LOT 26 Lawrence Wyland II & Kaleesha Jo m n Robert G Whitinger ' LOT 25 � I w j I 3241 E. 106th Street I N I I Smith Donald K & Caroline Barker 3231 E. 106th Street I ' S Brian D. & Karen B. Cunningham I o I Ian & Tina S -d I 3221 E. 106th Street Carmel Indiana 46033 3211 E. 106th Street 3 Carmel, Indiana 46033 I Q LL o O ty, ZONED S-2 m l I N I 10531 White Oak Drive I o 1 3207 E. 106th Street o Carmel, Indiana 46033 Carmel,ZONEDaSa 2 60 ZONED S-2 O o 33 I ` I Carmel, Indiana 46033 I ^ I Carmel, Indiana 460 a o I s - I 783 I I Instr. 200600031748 R ZONED S-2 Instr. 200200040 # I I ° t # —2 ZONED S-2 I U I, ZONED S C; U _ z O to I I I I a o � � M Z J Z N \O Q a Z d 2� �C- Q GENERAL NOTES FLOODPLAIN INFORMATION 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE BY GRAPHIC PLOTTING ONLY, THE MAJORITY OF THIS PROJECT DESCRIBED HEREON LIES PLANS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL WITHIN ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE 500-YR. FLOODPLAIN). SMALL cn REGULATIONS. PORTIONS OF THE PROJECT ALSO LIE WITHIN ZONE 'X' SHADED (AREAS DETERMINED TO BE o_ m 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE AREAS OF 500-YEAR FLOOD) AND ZONE 'AE' (SPECIAL FLOOD HAZARD AREAS BY `n CONFLICTS TO THE ENGINEER PRIOR TO THE BEGINNING OF ANY s Uj i 3. CONTRACTOR SHALL�PRESERVE AND PROTECT ALL EXISTING TREES 100-YEAR FLOOD) AS PLOTTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, COMMUNITY PANEL NOS. UNLESS SHOWN AL THESE PLANS. 18057CO209F & 18057CO228F & WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, 4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILBOXES AND 2003. STREET SIGNAGE. 5. CONTRACTOR SHALL PROTECT PAVEMENT FROM SCARRING DUE TO EXISTING LEGEND EQUIPMENT OR CONSTRUCTION PROCEDURES. ANY PAVEMENT a DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. POWERPOLE _-- __===81�=-=__ _____= CONTOURS 0 6. CONTRACTOR SHALL FULL DEPTH SAWCUT ALL CURB TO BE REMOVED - _?P U11UTY POLE — — ADJOINER LOT LINE AND REPLACED. — _ _ __ Y ',uP LIGHT POLE — RIGHT-OF-WAY 7. CONTRACTOR TO PRESERVE AND PROTECT ALL EXISTING UTILITY SECTION LINE y- METERS, SERVICES AND VALVES THROUGHOUT THE ENTIRETY OF =7 YARD LIGHT co PROJECT. ANY DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S GUIDE WIRE ------------- EDGE OF PAVEMENT CD EXPENSE. POWER BOX — DITCH LINE N tans/ormv�J Pe TRANSFORMER - WATER EDGE BENCHMARK INFORMAT O Cabinet`'. ELECTRIC CABINET — EASEMENT LINE GAS METER X X FENCE LINE µ 78M 5554 t%cv GAS VALVE GUARDRAIL Q - w MAG NAIL IN THE SOUTHWEST CORNER OF THE INTERSECTION OF 106TH »Gs GAS LINE SHOT - CTV--CTV-- CABLE TV LINE �I a STREET AND WHITE OAK ROAD. GAS MARKER --- E - - E ELECTRIC UN E N ELEV. = 778.05 V WATER VALVE EHE ❑HE OVERHEAD ELECTRIC LINE w `o O -= -nati-nom- SIGNAL LINE x FIRE HYDRANT T T TELEPHONE LINE `' WATER METER Cn E " TELEPHONE POLE G a GAS LINE 8 w 3= MH r,,O'p TELEPHONE MANHOLE v WATER LINE o Q Q)o o ® ws ws WATER SERVICE LINE STORM CATCH BASIN X ao a SANITARY CLEANOUT — S — s — s SANITARY SERVICE LINE o Uj -U ow o' Uj w Q~ I MH sgna'" SIGNAL MANHOLE :n=====_-_______=___= STORM SEWER WITH MANHOLE 1 -- SANITARY SEWER WITH MANHOLE SIGN MAlU30X ~----w-� TREE LINE u'z FULL DENTHFOS ND Q 0 l ' TREES & BUSHES rn oo r` � N o w Z ASPHALT CONCRETE L* `- GRAVEL SHEET 201 LjLJ fyv)o<= v wwwwo 11-1V)9=�fy- xDowM w 3 z 33' PROP. R/W a CUT OFF WALL NOTE: L, y V�� V / MANHOLE PIPE SIZES 12' 4' 4' 10' 3' TO BE USED WHEN CLEAR DISTANCE (FROM N I 2% --- - FLOW LINE AVER SIDE DITCH EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE /\�\ T F Ma)dmum Pipe� Ma)dmum Pipe Sae q O --MATCH EX_GRADE PX. _ OF PSD / / Type G(in.) ° o = O DIAMETER BE / in. Rt Mainline n. fbr Mainline n. TWEEN SANITARY SEWER PIPING -------- 31�4A�f '� -------- � � 4-0" � (MAINS, LATERALS, FORCE MAINS, ETC.) AND � L� y \� �_ ■ �+ M MATCH EX. GRADE K 361 48 6'-0 36 48 '��-�� 1'-6" ALL OTHER PIPES IS 18" OR LESS, PER �, /i�, �: o c TYPICAL PATH SECTION DETAIL 1 I ENGINEER'S DIRECTION, OR WHEN NOTED ON THE / (NO SCALE) N 3'-3" CONTRUCTION PLANS. A MINIMUM CLEAR / /�� L 8'-0 4$ �{ STA. 10+25 RT. TO 11+25 RT. #4 °U" BAR DETAIL DISTANCE OF 3" MUST BE PROVIDED TO ;\ / EXISnNG D A �/jsp �ryp� a . ■ z. o w 5'-0" BARS TO BE H�, Lu MAINTAIN STRUCTURAL INTEGRITY OF THE 33' PROP. R/W 8„ BENT AS SHOWN CONCRETE. \'\ S NI ARY D 4 A v IMA \ D 12 8' 10' 3' d ° SECTION A-A �' --- MATCH EX. GRADE - 2% 2 3.1 0:: WIDr7H Var 11-0 Q� OF MAX �� v- � CON�E� ° p 2-0 dr. � LLJ ENCASEMENT o slog. PIPE MATCH EX. GRADE 3.-0„ 3'-0" „ 3'-0" A \ o TO BE,� �° z (FOR PSD TYPE A") " j 1�+ UJ TYPICAL PATH SECTION DETAIL 2 - �p / '-� g D a , �/ � NOTES W (NO SCALE) 2'-0' /� A 2'-0" P o °a ° a � '�� ,� � �• �m Am�be umd WMh IIIwftM STA. 11+66 RT. TO 12+25 RT o a a ��' '/ 0- J ;� o AV�� b TW*H.J, K L.K or N. Such imd ols Q VARIES 9'-6" #4 "U" BAR i j /r `�/ 9'-6" "U" BARS ; 3 r o p o / i A V /� /�i 4�-0 B �be,Wmi 1�m drop mwtiOIN 12' VARIES 10' VARIES (SEE DETAIL (SEE DETAIL) �' 4 4�rp�H,J.K AA,or N. For dNails of O LL) $ 5'-O" BARS, 6" c-c �� j '� /� �A V� '\ ftndwd m Z / W / ', /r // % Pnx�t maN�ols cornhucllon sM Drawrp W � w _ MATCH EX. GRADE -_-- ° (SEE SECTION A-A) �A��V �� ; ��/ ,,�� /V/ �� E 720 -03. _ --- \\'\ Z --------------- - — CUT-OFF-WALL FOR CONCRETE PAVED DITCH /V� ;;: ��/�� %y�� ,�� "�"�� CRADLE sHAU BEAR oN > �p MATCH EX. GRADE NOT TO SCALE ��` /� �� . / UNDISTURBED EARTH 2 8trd E720-MHST-081br 3500 PSI CONCRETE 4°mti. 4■min, 0 LL) U) TYPICAL ATH TIN TAI BOTTOM OF TRENCH O L SECTION DETAIL 3 3'-0" PSD TYPE "A" (12" PIPE) 2 '^ w (NO SCALE) PERSPECTIVE VIEW-EARTH CUT AWAY (f J STA. 12+25 RT. TO 12+50 RT. 45' PROP. R/W 3 �qR/qB� 16" 16" AR1PgLE CONCRETE CRADLE DETAIL w V O NOT TO SCALE 1-0 min.over 12' 13 7' 10' 3 VARIES 2:1 SLOPE hfawtar�lr�PiP� ♦`l^! S ci AREA TO BE SODDED 3" .� 3" AREA TO BE SODDED F dr U w -.2�_ 3.1 ch ^ O 114" R 1/4" R 6" 6"�� ID ------ 3:1 MAX ----- €° �° q r- -- - k REINFORCEMENT SHALL CImAconcrob be, CD BE REQUIRED FOR ALL 6° O o MATCH EX. GRADE MATCH EX. 5" PAVED SIDE DITCH AND Y TYPICAL PATH SECTION DETAIL 4 12"o RCP GRADE 6" 6" CUT-OFF-WALLS. THE v (NO scALE) REINFORCING STEEL IN EXISTING SANITARY MAIN b J w STA. 12+50 RT. TO 15+33.50 RT. " " 4„ * THE PAVED SIDE DITCH 3500 PSI CONCRETE + c=> a 0 DEFORMED BAR SHALL BE SPACED A W 45' PROP. R/W 12' 13' T 10' 3' MAXIMUM OF ONE FOOT MATCH EX. GRADE o ON CENTERS. z , W H MATCH EX. GRADE a CONCRETE PAVED DITCH TYPE 'A' Eo ---- ------- - - -------------- -- -- NOT TO SCALE STORM PIPE Boon w a U Q TYPICAL PATH SECTION DETAIL 5 % % �� / !, (NO SCALD �\ \! \ / \' ��; \; \:;��` \. MANHOLE TYPE K&L 0 STA. 15+50.50 RT. TO 17+74.50 RT. • W 45' PROP. R/W 3 CONCRETE CRADLE TO BE No 12' 8' 12' 1�-�}-3' POURED ON UNDISTURBED EARTH SECTION A-A O rn II o I� 0 3-6 3'-6" 0 3 " 2'-107¢" 3 " 3 " 2'-101 " 3�4" NOT TO SCALE n EDGES TO BE SAWCUT AND CD LLJ MATCH EX. GRADE ______-- ---- ��„ 2Y4 —I CLEAN OF DEBRIS AND LOOSE CD � ----- .� � ASPHALT BEFORE PATCHING p Z U - MATCH EX. GRADE - ,: 1 _ /z, � o ------—- �, 2" „ 3/4'- 8�4" W SEAMS TO BE IRONED 5' OR GREATER ' BITUMINOUS PATCH U o TYPICAL PATH SECTION DETAIL 6 a, a o „> #5x3'-0" ❑❑ 11110 n 1.5' BITUMINOUS SURFACE #11 ON (NO SCALE) 2y" I of s STA. 17+91.50 RT. TO 21+81.50 RT. f-. 2'-6 N 6 .' \_ 0000000 Z 2.5' BITUMINOUS BINDER #9 ON 45' PROP. R/W Q o 2�t ❑❑❑ ❑ ❑❑❑❑❑ a ^�' y — _ I g" O \ \ 12" COMPACTED AGGREGATE #53 3 co o $ Ct» —4-t--- Cn / 12' 10' -10' 10' 3' I i ?Y" 2'-6" OUTLET PIPE - 110❑❑ ❑ ❑❑❑❑❑❑ - a \ rrirr/irrr%rr/ rrri //I MATCH EXISTING PAVEMENT IF GREATER M .. a R1 \ rr r/ r/ rr rr \/ a - _ D B-BORROW FOR STRUCTURE BACKFlELL MATCH EX. GRADE o (VARIABLE ❑ ❑❑❑❑❑❑❑❑❑❑ I .-, .., � rr ------------ a �" 4" IAMEIER ❑❑❑❑❑ ❑❑❑❑❑❑ w .. w -_ _- h o o �t C7 TO MEET THE REQUIREMENTS OF INDOT ----- _ -- f ❑❑❑❑ ❑ ❑❑❑❑❑❑ - - w° o = �{ SPECIFICATION SECTION 211 --- MATCH EX. GRADE °D t 8" 00 w a ❑❑❑❑❑❑❑❑❑❑❑ rijr t� cn '" iA m j.�ir�� / ri/�iri A/� z �., '`) ° Cq TYPICAL PATH SECTION DETAIL 7 �- '" ❑❑❑❑❑❑❑❑❑ �' °-° D O % + ' /� 4; �' a Ld Z (NO SCALE) '' ❑❑ ❑ ❑❑❑❑ Class A concrete collar STA. 22+13 RT. TO 24+08 RT. M PLAN VIEW ELEVATION VIEW �' ° 45' PROP. R/W INLET TYPE 'E-7' 12' 10' 10' 10'—{-3' VARIES NOT TO SCALE UNDISTURBED EARTH PIPE BEDDING MATCH EX. GRADE � I B° (typ.) _ wr------------- 3 r 31 — 20•� ________ --------- — PRECAST CONCRETE END SECTION TABLE o� °o .. - �tTgx �1==1 m 1 M M .� m V.C. pipe -y D MATCH EX. GRADE WT R.C. pipe (bell & spigot joint) o D Z BITUMINOUS PATCH DETAIL DIA. WALL G OR T SEC. A B C D E DIA.+1 R-1 SKIRT Concrete pipe (bell & spigot joint) I * D TYPICAL PATH SECTION DETAIL 8 m STA. 24+29(RT.SCALE)0 26+58 RT. 12 2 1 1/2 530 4 24 48 7/8 72 7/8 24 13 10 1/16 3 1/2 gip) t° Sizes 12", 15", 18" & 24'. � NO SCALE a 15 21/4 1 740 6 27 46 73 36 16 121/2 31/2 yN ` : RCP TRENCH DETAIL FOR C/l Y STORY SEWERS 18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 4 PIPE CATCH BASIN CASTING c� � VARIES 8'* 3 21 2 1/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 4 NO SCALE ----- VARIES- ** VARIES VARIES ____ MATCH EX. GRADE 10� � � 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 1" HMA SURFACE, � r TYPE A 9.5mm, ON m L 6" MINIMUM OF TOPSOIL U NOTES:-2 �3" HMA INTERMEDIATE, PAVEMENT SECTION VARIES 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. � � � '� I \ TYPE A 19.Omm ON TYPICAL PATH SECTION DETAIL 9 - 31 F7(L 5" COMPACTED AGGREGATE (NO SCALE) * MATCH EX. GRADE S�OpF #53 BASE, ON STA. 27+00 RT. TO 27+75 RT. STA. 28+25 RT. TO 32+96 RT. ** 4 1 �� SLOP C '//�// '% '�/ /� %/: �.- "UMIT SUBGRADE 45' PROP. R/W ---------------- MINIMUM COVER SHALL 12' 20' 10' 3=- 3 VARIES FINAL - -- BE PER NOTE 3 RIPRAP TO BE PLACE ON COMPACTED SUBGRADE a, ,,a BACKFILL MATCH EX. GRADE o PIPE ; CONCRETE Y SIDE SLOPE WHEN (95% MODIFIED PROCTOR) 4 ------------- CULVERT END SEC710N CALLED FOR ON PLANS. TYPICAL ASPHALT PATH SECTION Class A concrete bottom LEGEND O Be = OUTSIDE DIAMETER - _-------------—_ 31 _`_ NOT TO SCALE CATCH BASIN PIPE D = INSIDE DIAMETER TYPICAL PATH SECTION DETAIL 10 d = DEPTH OF BEDDING MATCH 6" INITIAL MATERIAL BELOW PIPE (NO SCALE) EX. GRADE COMPUTED LENGTH OF CULVERT 10' MIN. 2" 2" 2" BACKFILL STA. 33+10 RT. TO 34+22 RT. SEE STRUCTURE DATA TABLE END SECAON 0 3" FOR CASTING TYPE (SHEET 4) HAUNCHING DEPTH OF BEDDING— r 45' PROP. R/W PAY LENGTH OF CULVERT LENGTH D) (Bc/6) MATERIAL BELOW PIPE ( PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (4 MAX.) d D d MIN 12 t2'— 8' 10' 3' VARIES SLOPE DETAIL DETAIL OF RAMP GROOVES 0.3"T ASPHALTIC /\/\ \/\/ /\, MATCH EX_GRADE- 0 5' MIN. 12" C-C MAX. NTS NOT TO SCALE MASTIC OR BUTYL 60" & SMALLER 4" RUBBER SEAL `, RECAST ECCENTRIC CONE NOTES: Be " c 3.1 MAX, _ __ -------------_ _ SPACING 6'-0" VARIES BETWEEN JOINTS OR FLAT TOP CAP AS 66" & LARGER 6 REQUIRED TO MATCH MATCH EX. GRADE HOOK BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B-BORROW FOR STRUCTURE BACKALL N a --� 2'-0" �`� ' � ADJUSTING RING PROFILE. 1• TYPICAL PATH SECTION DETAIL 11 BOLTS SIDEWALK \� MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT z 18" MIN. DEPTH OF AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE . 5 (NO END SECTION _ _ _ _ _ _� STA. 34+38 RT. TO 36+53 RT. 6" MAX. REVETMENT !;. PAVEMENT BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE SIZES 66' AND LARGER, THE MINIMUM DEPTH OF MATERIAL w 45' PROP. R/W RIPRAP OVER RIPRAP DETAILS -A FULL HEIGHT BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY 3 GEOTEXTILE FABRIC NOT TO SCALE SECTION A-A MANHOLE STEPS MANHOLE BASE PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. HAUNCHING o VARIES VARIES 10' 10' 3' o NOT TO SCALE AS SPECIFIED SET ON 6" OF #8 AND INITAIL BACKFlLL SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY I SE TABLE 404-2 OR #2 STONE MATCH EX. GRADE `�' 9" U LITY STRIP WI TH FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKRLL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE ``' MATCH EX. _ _ _ _____ a 5'-0" MIN. VARIES PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. THE LIMIT OF ,, _ _ _ _ _ ___ Y I 2-0 MIN. 5" MIN. Y 3.1 MAX. 3:1 MAX CLASS "A" CONCRETE 16„ INITIAL BACKFILL SHALL BE 6" ABOVE THE SPRINGLINE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE _ 0-RING GASKET PIPE PLUS 18'. ASPHALTIC MASTIC 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL ° TYPICAL PATH SECTION DETAIL 12 �— E + 2T -� _- - % OR BUTYL RUBBER PRECAST CONCRETE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS (( - - SECTIONS THAN 95% STANDARD PROCTOR DENSITY FO RTHE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE v STA. 36+64.50N RT. T 37+00 RT. ~ ? 6" MIN. 4" DIA. SECTION Z-Z I SECTION B-B TOP 6" OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE #53 STONE SUBSURFACE REFORMED HOLE TO MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD 45' EX. R/W NTS 'Q2 O NOT TO SCALE TILE "T" STUB MAX. OF PIPE O.D. + PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL < = 24' 10' 10' 3' o -- - - - "Q W e WHERE REQUIRE 6" W/NON-SHRINKING MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS a CEMENT GROUT. MATERIAL, COMPACTED IN 12' MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE �I •J w DIAM TER c� N : o ° E '� �� \ DEPTH OF THE EXCAVATION. w v c� .- 44-------BENCH WALLS AT 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY w v MATCH EX. GRADE - I - _ p a \ _- ,� ~ ` - _ Q ip� j�o \ MIN. 1/2" PER FT. SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICITON OF THE UTILITY, THE MINIMUM `. U) MATCH EX. GRADE 12•� 6" BASE SLOPE COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE E "' TYPICAL PATH SECTION DETAIL 13 _ - o v (NO �) - sod RAMP GROOVES PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0 o Q 3° STA. 37+00 RT. TO 38+19 RT. ~ r ANHOLE BASE IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE w o 2 1 (SEE DETAIL, f { STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. -1'�� Y 6" THIS SHEET) J C' #8 SET ON 6" OF x• - it 1/2" 1 1/2 3" MIN. OR #2 STONE 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW UP TO BOTTOM OF EXISTING SUBGRADE m Ld u "0 1 45' EX. R/W 5', "M/ AND FILL TO TOP OF EXISTING SUBGRADE WITH LIME STABALIZED SOIL R. R.\ ' p nV #4 REBARS ® 12" SPA. EACH-/ 0 °"� VARIES VARIES 10' � 1� '� 1 N ry SIR/ sod WAY (STEEL MESH AREA = 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN CITY EXISTING AND PROPOSED R/W REGARDLESS PLAN VIEW TABLE 404-2 MIN. MANHOLE DIAMETER'S OF JURISDICTION OVER STORM PIPES. •• -_ - ;3 - e 6',O" 0.12 SQ. IN. PER SQ. FT. OR � !� NTS APPROVED EQUAL) 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF ' w z d w MATCH EX. GRADE PIPE SIZE LEAVING AT A 0-45 LEAVING AT A 45-90 q JURISDIC110N OVER STORM PIPES. ---------------------- ----------- __ IW 12"-21" �" �„ CITY OF CARM STANDARD o Q Z qX _-23; -___ L SECTION Y-Y TYPICAL PATH SECTION DETAIL 14 NTS 24" Q. 60" EL STANDARDS J� (NO SCALE) MATCH EX. GRADE HANDICAP RAMP TYPE 'G' O STORM MANHOLE TYPE 'C' DRAWING `� T °z x STA. 38+65 RI To 43+87 RI PRECAST CONCRETE END SECTION DETAIL NOT TO SCALE NOT TO SCALE RCP TRENCH DETAIL FOR CITY STORM SEWERS 10-28 SHEET 300 0 O CD O o 0 0o rn + r- r O N N _ " a3 David J & Lisa Post ( I I --- -- -\, CV i I. N v O _ � � ° o O David Lisa G ost David & Lisa G os Da J & Lisa Pos Joseph Barry & Kazuml ettery Susan M ielows 1 can Caro N toltzfus \ -Scott & A ril G Will \ Q 5909 Silas Moffitt Way 5909 Silas Moffitt Way 5909 Silas Moffitt Way 1810 106th Street E 1820 106th Street E dliam & usan C Mc doms P b` Joyce�W � Carmel- IN 46033 Carmel. IN 4&033 Y I 5909 Silas Mgffitt Way 807 Homewood Drive I 1870 106th Street Ei I Marlene humate rustee o p I Carmel. IN 46033 Carmel, IN 46033 Carmel. IN 4603 Cdrmel. IN 4103? Indianapolis. IN 46 1830 106th Street E 1910 106th Street E p,y 1 Carmel, IN 032 Carmel* IN 46032 I MarlenelJ Shumate Revocable Trust D I ; - 0 106th Street E . c, o LLI SIR. N0. 3 COORDINATE CROSSING OF SANT YMAIN M i� -- APProximate Delineation of ) Carmel. iN 46032 F� W INSTALL 82 LFT OF 8"0 SANITARY SEWER UTILITY TRACTOR Flood Zone 'AE' per Floodway �� - �� -h INSTALL CONCRETE CR ENCASEMENT IF \ HDPE ® 3.30% CONCRETE 1 Map #18057CO228F for � . � � � j� " � Shad pd W : COLLAR CONNECTION TO MINIMUM CLEAT, SPACE CANNO MAINTAIN I SIR. N0. 2 HamiCtor) County Effective Zone gAE ^ A � \' U.SXIS7NG PIPE. INSTALL 310 LFT OF 12"0 I - 2003 Approximate Delineation of. 0 TH ONE 1 F _� Zone AE' T A February 19„ y 801.04 RCP 0 1.51% O ! _ ._ ! __ ood Zone''AE' Shaded per Fl � W D.S. EL.=798.33 Flood way Map #18057CO228F J l � CON Approximate SEC110N I I ,, _ - STR. NO. 6 U. EL.=803.00 INSTALL 32 LFT OF 12"0 Approximate Delineation of for/Hamilton County Effective UJ,J I f < Z - Fl od Zone X' d per 1 D.S EL.-798.32 81 TH TWO 2 RCP 0 10% O � P � ,� CONCRETE END SECTIONS Fl Zo Shaded � ,' February 19, 2003 oodway Map #18057CO228F r Shaded\ m W \ - for Hamilton County Effective U.S. EL=801.80 February ,PRE ND,PROT;�CT EXISTING PIPES77?.ULVERT. Zone \ \ Zn k w Q D.S. EL 801.48 uary 19 20 3 XIS77N � EX. RIGHT-OF-WAY SEAR - - CIS I 1 FY E G INVERT ELEVATIONS. EX U.S. EL. 786.34 � � �...� _ - , EX. D.S EL.=784.28 Zone X' I w W W Z Il O ::06th STRE'CT „ - -- -- - _ + O c L I _ - - - -- _.__.. - - - ------- -� - A N LIN N SECTION 7-17=4-�' 106tf1`STREETI _ ' W o J ____.._ - _.-:: :_ ___._. - - _. A I J J K _ . , - ` U) B . _ __ - I - ,; W ... O A B d _... - _ _... _ . F _� .� O B I EX. 25 HALF IR GHT-OF- _, � _ �, � WAY __.-.__.. _ _ ___. _..._._ ._..---- __ _ ._-- _ .,., A B - O -� . A Q I"_ --r----e- -e----t ---rt -� - ->- -�'- -�- -� -�• - A LL. aw aw Pw Pw ::...,� , :.... ..: . -}� _ . . .- EX HALF - �-- NOIE PROPOtS�ED »-� _ Pw-Pw _ , �, J W WAIER 1 _ A w __ p _ __ F Ek 30 HALF RIGHT-OF-WAY - �/� __ _ - -- - -- -- I ,, RIGHT-OF-WA � ) V J F_ �/� p� p�� , PROP. 33 HALF , 'aw�-. w.. , -.v -_� aw ,w Pw : w PW w _P vw-- P p V J LINE TO aC /iL I/ ! I': i"') � ..� W PW Fw �N" Aw Piv ..,.. pw _,,.. J -- -- RIGHT-OF-WAY , - - � _ � I .� 1 Pw .....,.,. pw fwr,.-�..,. o --�--- -+ -� -� _ _ P „ - ��" - - rw N „. ; RQ/A/N IM1H/N EJIt7S1ING _., + + PROP. 45 HALF J -- O ^' x N RIGHT-OF-WAY S J --\ - _ --- .� - - 1 ' W �,,J W O �AhIT-O�' WAY SIR. N0. 1 J PROP. 45'HALF RIGHT-OF-WAY } I STR. NO. 4 130 LFT OF PSD TYPE 'A' ® 0.30% ;,� I PROP. 45' HALL- J Z � INSTALL 32 LFT OF 12"0 ADJUST WATER -"w_- ' I RIGHT-OF-WAY J J'' INSTALL 20 LFT OF RCP 0 1.16% M7H TWO 2 0 SIR. NO. 5 29=x42"ELLIPIf;AL 60' Building Line O VALVE TO GRADE ' � / __.- - o - - CONCRETE END SECTIONS r- INSTALL STORM MANHOLE TYPE K' CMP 0 1.14% U.S. EL.=804.27 60' Building Line I �� U N01E PROPOSED WA IER ( WITH NEENAH CASTING U.S. EL.=798.55 - qQ" 1 60' Building Line D.S. EL.=803.90 - - - , Mark W & Kay owman Zr-- Q o UNE Rf NS�D R-1792-FG OR APPROVED EQUAL. D.S. EL.=798.32 w °' 10555 Westfield Boulevard! �' a mit amt y rus with Bradley Spring RQ#/�/N M/�/'//N P I �' ' CONNECT EXISTING 29"x42" CMP. Indianapolis. IN 4& 80 ... ' HEADWALL #1 '- ' RIGHT � WAY RIM EL.=802.00 [PARCEL 1 Smith Trustee, Gardner Family Living ��` LIJ _ o y g Trust with �./ ] Kent E & Jerrill L Gardener Trustees & Hardy -il WV IN (12' _E)=798:32 �, _' W U Q Christine Crull Altman -"i° Family Living Trust with Steven A & Leanne ' .�;' �� INV. IN (8-�W)=798.33 �w �- P.O. Box 1J8 �, ones & onet Von oerster o, Scott Ba er ,n Hardy Trustee 1/3 int each ,� - Q 4 , Roger & icki%L ollings M I INV. IN (29"x42"�S)=798.32 '� _ U Carmel. IN 460 30505 Timberbrook Lane 181 106th Street E 10512 Spring Hill Drive w 1 9 Spring �lill Drive l EX. INV. OUT (29 x42 N)=798.22 [PARCEL 6 Bi ham Farms. 48025-466tl CD 59 0 -P9 Carmel. IN 460 ' -- � � Carmel. IN 46032 � � Carmel. I -'46032 " [PARCEL 3] PARCEL 4 [ ] [PARCEL 5] �' [PARCEL 6]6] / o GI z ° O Q CD O O° ° N N N N N O ° r- N + + + +O O o N C� M CM M d- � CD M M M � � N 0.9 John & loria J Barbour M M O o r Zone AE' \ INSTALL STORM MANHOLE TYPE 'C' WI1H 2028 106th Street E Ralph J Jr. & harlene Wooden A ice M esker Charles 21 NEENAH CASTING R-171�OR APPROVED 2038 106th Street E use rus ee o w �` Jr Carmel. IN 4603 2048 106th Street E 10602 Jgidan Dr p Carmel. IN 46032 ° e4 EQUAL WITH 46 LFT OF 1 0 RCP 0 0.78% Carmel. IN 460 ames S & Patricia owa I O,Q \ RIM EL.=782.65 Zone 'X' I z° U E�;� ,�9k�, 2018 106th Street E F� INV. IN (15"-W)=777.78 � U O ^ = E o \ ar I IN '� INV. OUT(15"-SE)=777.78 W o „�i S)R. N0. 10 SIR. N0. 18 v o ° i INSTALL INLET TYPE E-?' STR. N0. 13 Approximate Delineation of SIR. N0. 19 INSTALL 75 LFT OF 12"� RCP Shad d INSTALL STORM ANHOLE TYPE 'C' KITH Flood Zone 'AE' per Floodway INSTALL STORM MANHOLE TYPE 'L' 3.0% WI a� WITH NEENAH CAS77NG O j O e� Zone fAE R-4215-C OR APPROVED NEENAH CASTING-1714 OR APPROVED Map #18057CO228F for NTH ONE 1 CONCRETE \ WIN NEENAH CASTING R-1714 - o S7R. NO. 9 EQUAL K17H 170 LFT OF \ X EQUAL. CONNECT TO EXISTING CULVERT. Hamilton Count Effective - END SECTION. Y OR APPROVED EQUAL. 1R. N0. 15 I U.S EL=778.08 Q SIR. NO 8 INSTALL 70 LFT OF 15"0 15°0 RCP 0.78% IM EL ?8245 February 19, 2003 I f -- A' Y RIM EL.=780.90 SEE STRUCTURE POINT PLANS D.S. EL.=775.83 O W INSTALL 32 OF 12"0 RCP 0 0.69% WITH ONE (1) RIM EL.=780.95 INV 11_(15"-NW)=777.42 _ INV. IN (12"-E)=775.83 FOR CULVERT REPLACEMENT CONCRETE END SEC77ON INV. IN 15"-W=779.11 INV. IN f5° CONTRACTOR TO FILL EXISTING m W RCP ®2.03. W11N TWO (2) ( ) ,� --777.5 _- _ - _ -___ - I INV. IN (36"-N)=773.39 AND HEADWALL INSTALLATION (n -� CONCRETE END SECTIONS U.S. EL.=779:59 INV. OUT(15"-E)=779.11 \ x�^� EX. IN V. OUT E�7 INV. OUT(36 )=77J.39 AND �-� U.S. EL.=7819 D.S. EL.=779.11 -- - TS WITH TOPSOIL y� Shaded �_ `a� = LCHED SEEDING W W �" °O O Zone X' D. EL.=780.44 - - - - - _ RIGHT-OF-WAY EX o O ; WT WAY Z - r� � J 40 HALF RIG OF C Zone AE' .p� _ -I -}- ROP. 45' HALF - , , a Z W K' Q O (� RIGHT-OF-WAY rn v> O f N 106th- _ _ _ ,,. - . _ _ . _ ;_ , ._ I S BEET �, - 106th - 00 _ _ . _ - I \ . _ __ STREET I _ 0 A - __ ADJUST ATE M I I I M R .. •---,�•-•.--- -- �-- OA � _ � E1ER TO GRADE B � ! O - _. _1___ ADJUST WATER VALVES 30 HALF RIGHT- - I , _ � AO A !f __ A A I' OF WAY J O O �"J B r -- -- J J A ? k ._ AND HYDRANTS Q . . , Pw° ,. . , , . . . . , . , . . .. . . �' A q � 1S TO GRADE Pw Pw _ ---� J �. _ - O -a_ _ o - A _ 4 !Pw Pw �- - .`� � � V J Z w J a l` e o Pw w Pw- rw _ _ PROP. 45 HALF RI GHT OF WAY , . � EX. Shaded J , , i -J I I N RI - Zone X � : Shad d G"hIT OF WAY _ � �, �_ --`_ _ ADJUST WATER Zone 'AE' F x / S#-- 9 -- - PROP. 45 HAL!' - i - -- -- a i� 5 ---r-_ -- --- ------r ,9 ------ - ND. 74 T " RIGHT-OF-WAY "� PROP. 45 HALF J - - - - Z VALVES TO GRADE 1 HEADWALL #2 RIGHT-OF-WAY No - Z _ - q --[779 1- 17191 -- n�� --- „y --_ _ „9 HEAD 3 INSTALL 4 LFT OF 8 0 HDPE IGH n Ac ?� R 9 - »9 # ® 0.80% CONCRET COLLAR ! PROPOSED 45'x15' SIR. NO. 17 cuss E mt „ Q �/-40' Building Line INSTAL 32 LFT OF 12"0 DRAIN GE EA " Zone X � ' � 60' 8uil in Line �9�-;----��---��»�- � 1 , J 779 Q c> - � N . 1 W - Illy w - - - 1 h w <, _ CQNNECIION TO EXISTING PIPE \ U.S. EL.=778.14 Shaded EASEMENT RCP ® ]0% WITH TWO (2) �,cn ; INSTALL 8 LFT OF 1 I p pproximgte Del' eati n of RCPT 0L 1.0% NTH TWO 2 CONCRETE END SEC110NS 15"0 RCP 0 1.09 w ' A Zone X' \_ Zone AE F o- D.S. EL.=778.11 ) 3 O - proximate Delineation of r -1,, Flood ZonP1 X' Shaded per CONCRETE END SECTIONS.( U.S EL•=780.30 m U.S. EL=777.60 - !` U.S. EL.=778.50 \I / Floodwa a 1 057 0228E D.S. EL.=779.98 �� Q � I \'p Flood Zone 'AE' Shaded per 1~ � , Y Yap #� p ', f 2i g Floodway Map #18057CO228F " for Hamilton County Effective =778.28 D.S.D. . EL.=777.5 I y Zoned AE' for Hamilton Count Effective Zone AE' February 1: 20 D S EL I r z�' �_na d R a ha A S u mom Alma Lee cCies with L sta a to pa wank I } i I 2 ti Y \ _.-_. , \ Zone X 75 Building Line Q \O� February 19, 2003 0 � � 1919 106th Street E Trustee Wilson R & Opal L Swank:Living Trust p o ; � 'Chas 1- �+ 3 Carmel. IN 4603 20, 2 - Jeffery D&UE 10520 Holaday Drive "' roina Ronali Jr. & Suzanne M Givens ',�� obe & Karen L Dos ter Trustee y unne -y v & u an Sigman ichard__M: [PARCEL 7] Carmel. IN 4603 N 98 \� Wary A ea I 2035 10, h Street E '0 2037 106 1 Street E _-.allna__G_ utova Scenia ns me avis odd Hollin sworth \ \ PARCEL 8 I = Esmt 10545 Holaday Dr W 2023 106th Street E I Cannel. IN a eI IN 3 O 2033 106th Street E ��460 �` 2407 106th St eet� - 2141 106th Street E 2149 106th 6tree Jean ross Carmel. IN 46032 Carmel. IN 46032 - [ ] I Carmel. IN 46032 I ' Carmel IN 46D39 Carmel. IN 46032 1 [ ] 10590 Brookview Dr - _ [PARCEL 101 [PARCEL 11] Ca[PARCEL. Carmel. IN 46032 1 i I O C7 O + O+ O O 0 0 ° O co C:) r o + co 50 0 50 100 EXISTING LEGEND fillip & Margare+ Quilhn Kin eth and Sarah Edwardson _ H P Deed Record Bk 222, Pg 122 Inst. #9322677 a American Mission Boar of SCALE: 1 = 50 OWERPOLE - ADJOINER LOT LINE UTILITY POLE _ _ _ „___.___ ._. _ .. _, RIGHT-OF-WAY t r the Southem Baptist Convention Inc f W O I Instr. 200000031994 �-Z) LIGHT POLE SECTION LINE Q _ - # I z ❑ HOLEY MOLEY SAYS YARD LIGHT > j DON T DIG BLIND" GUIDE WIRE DITCH LINE p n i rr EDGE OF PAVEMENT << 0 F I, POWER BOX Z o W Q r _ - ,; O W = TRANSFORMER WATER EDGE p Z EASEMENT LINE LLJ! i ELECTRIC CABINET O 1 Q to O a GAS METER _ k' ' FENCE LINE - GUARDRAIL m a y cn z GAS VALVE cn t - 1 ' w CABLE TV LINE z Q s GAS LINE SHOT C3 ELECTRIC LINE v, o W I " EX., 55' HALF RIGHT-OF-WAY CTRIC LINE 5. _ - - GAS MARKER W ,° EX. 40' HALF RIGHT-OF-WAY ® �w+; WATER VALVE OVERHEAD ELE SIGNAL LINE o ,... . a �1,WATER METER -_ - __ -:� :p �� LINE - ,°. ':� ., - '�. �:: ,. FIRE HYDRANT TELEPHONE -,-. ITS THE LAW _ - - GAS LINE E - y` TELEPHONE POLE _ -- __ Itv o�f�ormel CALL 2 wur1NG DAB BEFORE rau ac WATER LINE _ TELEPHONE MANHOLE _ O �� r•. , 1 y a -acme 1-800-382 5544 instr. 2008024033 + ;• Instr. #200802164 _ # ,,, �' �,_ lnstr. #2008045528 _ WATER SERVICE LINE co _ A S rat F� 1.. STORM CATCH BASIN SANITARY SERVICE LINE 0 CIO PER INDIANA STATE LAW 1s-ss-ISSI. SANITARY CLEANOUT STORM SEWER WITH MANHOLE Ir Is acaNSr THE LAW TO EXCAVATE SIGNAL MANHOLE M I I I f I I _ I SANITARY SEWER WITH MANHOLE WITHOUT NOTIFYING THE UNDERGROUND Mn •SR• � 106th ST EET � I �- I I R • I 1= I I 1o�th sTRt�EL:L_ I I 1 I � _ �_ LOCAl10N SERVICE TWO(2) WORKING ^ SIGN TREE LINE E DAYS BEFORE COMMENCING WORK. MAILBOX " TREES & BUSHES w _ ^ _ (` �) F GENERAL NOTES J T 4 E J:�k -_-_ - Z� I F P ROPOSEDLEGEND w o Z W i" CONTRACTOR SHALL COORDINATE WITH APPLICABLE U71LIlY COMPANY > EX. 45' HALF RIGHT-OF-WAY # - EX 45'HALF R/GHr OF-WAY FOR ANY REQUIRED UTILITY LOWERINGS OR RELOCATIONS. O MULCHED SEEDING/EROSION CONTROL BLANKET N J Cn E _ 5' Non-Access Esmt� x1�� - • _,. 2. ALL WATER MAIN DESIGN BY OTHERS. REFER TO JONES AND HENRY B ASPHALT DRIVE PATCH in o o SIR. N0. 20 `"" 'W I PLANS FOR EXACT ALIGNMENT AND DESIGN (SEE DETAIL, SHEET 300) o<,�' 3° U w STR. NO. 21 ,. J. CONIRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND OF CONCRETE CURB RAMP, TYPE G (SEE DETAIL, SHEET 300) 70 C INSTALL 18"0 RCP PIPE CATCH Y-x >o; I I - I ADJUST CASTING TO GRADE: PROVIDING ALL NECESSARY FLAGMAN, BARRELS, SIGNACE, ETC. DURING J,� �_a Q I _ I BASIN,AND 3 LFT OF 1210 RCP 0 ' CONSTRUCTION. ALL APPLICABLE M.U.T.C.D. STANDARDS SHALL K ASPHALT PATH M w 2.0% CONCRETE COLLAR RIM EL. 785. 1" HMA SURFACE , TYPE A 9.5mm ON w m Q�'cn � O ° , GOVERN THIS WORK. Of N io 1 I O I CONNECTION TO EXISTING 12"0 RCP. I 4. CONTRACTOR TO PR07ECT EXISTING CURB AND PAVEMENT FROM I m N CC RIM EL.=785.18 SCARRING OR DAMAGE THROUGHOUT THE ENTIRETY OF THE PROJECT- 3" HMA INTERMEDIATE, TYPE A 19.Omm ON m i -75' Building Line INV. OUT (12"-S)=780.39 ANY CURB OR PAVEMENT DAMAGED DUE TO CONSTRUC110N AC1)VI))ES 5" COMPACTED AGGREGATE, NO. 53 BASE, ON w z a D.S. EL.=?80.31 - - - -- I SHALL BE REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE J COMPACTED SUBGRADE (SEE DETAIL, SHEET 300) O SAWCUT Q 5. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING MAILBOXES PROPOSE C� Will-brook c th oods --�- D SWALE W/ DIRECTIONAL ARROWS z Cn r W Mi[brook the Woody MiInstr.k the Woo c I THROUGHOUT THE ENTIRETY OF THE PROJECT. CONTRACTOR SHALL w w om�� Instr. #9362095 U z Instr. 9362095 Instr. REPLACE AND RESET AT NO EXPENSE TO THE PROJECT IF ANY END SECTION W/ RIP RAP REVETMENT C,-� z- ! LOT 25 ! _ m -J� LOT 24 LOT 23 ! LOT 22 LOT 21095 I "`.. DAMAGES OCCUR. �_L - - - - STORM MANHOLE W/ STORM PIPE X o ROUND INLET W/ STORM PIPE `° "' `r r1) C4 z - Pl Pw-- PROPOSED WATER MAIN (SEE JONES AND HENRY PLANS) SHEET 4.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `n `n cfl � co � - - o � U 30 0 30 60 SCALE: 1" = 30' A N N STR. No. 22 QM " I INSTALL INLET TYPE `J' WITH S7R. No. 23 7 AH CASTING R-3287-10V OR INSTALL INLET TYPE 'J' WITH = �/ W APPROVED EQUAL AND -__NEENAH-CASTING E-3501-7R OR _ 6 OF 12 0 RCP @--'r-5O,-.- �� --' -- �.,., APPROVED EQUAL AND 1 WITH ONE (1) CONCRETE 20 LFT OF 12"0 RCP 0 2.50 PIPE END SECTION `:� RIM EL=777.80 \ W W RIM EL.=777.40 12" INV OUT (S)=773.50 oy a 0— J � 12" INV OUT (SE)=775.04 D.S. EL.=773.00 0 D.S EL.=774.70 a r --------------- _ --------= --------------- I— _ _ o \oHU - 106th STREE OHU °H U w O W W --- --- w - w `� w w `' `*' _� N LINE NEY SECTION 7-17-4 J OHU " n/ ` C + ''i, C1 -- - W --- W w\ Oy �7A w w ---------- w - w — w w w ------ w --- w -- �� w — W OH �. - OHU W i80W W W \\� w ------- ------ _ � �� w - --- //� U VJ ---` - - - - ----- - -\ --------- ---------------- _ ____ ______ ---- _ 7Td T ,,_�-__ -- ---T---------- ---- ------- --- - --- _------_ ---- ------ - --- __-- - ----- --------------------- ---- --_ OHU 779 U U �... OHU OHU. -- OHU OHU --_._ -r -�I�p- - -- _ _ — _ OHU ^OHU - OHII OHU OHU y OHU --I ..�..�� i- �,.....ir .3 • 779 -- -- ----- \�\ r � E C ti4 '.c9 t •' -. •> A V J I� -- - - J \ 1p \ , W C1 _ -- - \ in W � � ..i-' �:. : 773 r. � - _ W _. ___- - - - � a #- 1 / O r, "5 .. � I I \\\ > �!+ �,r �� \ 0 f � iI�r � \ \ � �i/ Q .r ► < 'RAJ Q /�7 tlk I d Sys N N • - � V — . it LADJUST . 40 RIGHT-OF-WA DJUST WA `' v� � III i i � � EX HALF Y �J �- ADJUST WATER ` j A R w METER ADJUST WA1ER _F- "' "--- i VALVES (2) TO GRADE METER # - - - -�� - OGRADE— - - -- - -- - -- - - - - - - - - - Q J U=° d- 30' Building Line — — Q — — a --- -��_-� - - - - - - - - -- - -- - -- - - - - - - - - - - Q - - - - - - - - -- - n - - - - - - - - - - - - - - - - - - - Uj 30' Building W 5 LOT 25 LOT 26 LOT 28 LOT 29 LOT 30 .Z LOT 27 - , II Ar VnlPachn Jr) Thmm��nn Robert G. Whitinqer Ro er A. & Nancy L. Blondin ° 9 Y 9 I.JJ U I_ 0 LL CD C) I m �- ° o U z ° 40' EX. R/W r , o Q 14' 10' 2' -- V m o ``' 2% MATCH EX. GRADE N AT BACK OF CURB J MATCH EX. GRADE 3 O� /� N------- i ----- !W TYPICAL PATH SECTION DETAIL 24 STA. 55+23(RT.0)56+00 RT. W �' C:) a o Z z 40' EX. R/W R� Z 4' 10' 12' MATCH X. � v E GRADE AT BACK OF CURB 2% 2% ,< ----------- 31 M U' - A, a Cl- TYPICAL PATH SECTION DETAIL 25 MATCH EX. GRADE (NO SCALE) STA. 56+50 RT. TO 56+93 RT. m 40' EX. R/W MATCH EX. GRADE 4 10' 12'—? _AT BACK OF CURB r z 2% o TYPICAL PATH SECTION DETAIL 26 (NO SCALE) �-- EXISTING LEGEND STA. 57+09 RT. TO 57+85 RT. MATCH EX. GRADE \` L -J/ POWERPOLE 1 — ADJOINER LOT LINE UTILITY POLE RIGHT-OF-WAY LIGHT POLE SECTION LINE HOLEY MOLEY SAYS YARD LIGHT 3 - - - EDGE OF PAVEMENT "DON'T DIG BLIND" GUIDE WIRE DITCH LINE POWER BOX - WATER EDGE TRANSFORMER - EASEMENT LINE o ELECTRIC CABINET - FENCE LINE 40' EX. R/W � GAS METER GUARDRAIL GAS VALVE "' CABLE TV LINE z 0 GAS LINE SHOT ELECTRIC LINE •..=' 10' 2' , VARIES • _ s GAS MARKER OVERHEAD ELECTRIC LINE 3 ------------- 14 ® ® WATER VALVE SIGNAL LINE TELEPHONE LINE 0 \ w ",WATER METER o , Z 2% FIRE HYDRANT v ---_ 1 C"IT'S WORKING THE BEFORE OREYYOWs TELEPHONE POLE GAS LINE Y ' N MATCH EX. GRADE Mq . -80O-38Z-5544 WATER SERVICE LINE TELEPHONE MANHOLE CALL TOLL FREE STORM CATCH BASIN SANITARY SERVICE LINE MATCH EX. GRADE PER INDIANA STATE LAW IS-69-1991. SANITARY CLEANOUT STORM SEWER WITH MANHOLE ° � IT IS AGAINST THE LAW TO EXCAVATE SIGNAL MANHOLE �} �� \ SANITARY SEWER WITH MANHOLE LOCATIONNSERVICE TWO(2) WORKING UNDERGROUND SIGN TREE LINE o TYPICAL PATH SECTION DETAIL 27 v (NU SCALE) DAYS BEFORE COMMENCING WORK. i STA. 58+11 RI TO 60+62 RT. MAILBOX TREES & BUSHES w STA. 60+75 RT. TO 63+12 RT. co Q GENERAL NOTES PROPOSED LEGEND � � N I � E 1. CONTRACTOR SHALL COORDINATE K17H APPLICABLE UTILITY COMPANY O MULCHED SEEDING/EROSION CONTROL BLANKET w o M FOR ANY REQUIRED UTILITY LOWERINGS OR RELOCATIONS. Uj x - M 2 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND © CONCRETE CURB AND GUTTER (SEE DETAIL, THIS SHEET) Cn PROVIDING ALL NECESSARY FLAGMAN, BARRELS, SIGNAGE, ETC. DURING J oE` CONSTRUCTION. ALL APPLICABLE M.U.T.C.D. STANDARDS SHALL Cl CONCRETE ROLL CURB (SEE DETAIL, THIS SHEET) c� 3 rn GOVERN THIS WORK. °x 1-n° J. CONTRACTOR TO PROJECT EXISTING CURB AND PAVEMENT FROM OF CONCRETE CURB RAMP, TYPE G (SEE DETAIL, SHEET 300) Y X >W -�x� H-o SCARRING OR DAMAGE THROUGHOUT THE ENTIRETY OF THE PROJECT. ANY CURB OR PAVEMENT DAMAGED DUE TO CONSTRUCTION ACTIVITIES ASPHALT PATH m U7 W SHALL BE REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE 1" HMA SURFACE , TYPE A 9.5mm ON W�Q to U�\00� PROJECT. 3" HMA INTERMEDIATE, TYPE A 19.Omm ON 4. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING MAILBOXES 5" COMPACTED AGGREGATE, N0. 53 BASE, ON k a THROUGHOUT THE ENTIRETY OF THE PROJECT. CONTRACTOR SHALL COMPACTED SUBGRADE (SEE DETAIL, SHEET 300) J o WZa REPLACE AND RESET AT NO EXPENSE OT THE PROJECT IF ANY FULL DEPTH SAWCUT z w o� DAMAGES OCCUR. w CO v z? END SECTION W/ RIP RAP REVETMENT wwWWo w V -i �- - - - STORM INLET W/ STORM PIPE rn ao r7 N z x Em SHEET 401 0 o O +o ° ° C:) °o o° ° O + + + O O o - 1 _ cam O v \ \( David J & Lisa ost I .+ o David Lisa G ost David & Lisa Post - Joseph any & Kazumi etter Susan M lelows r = avrd J Lisa Y ea • - 5909 Silas Moffitt`Way I & os h Cora N t0 s .. April G Will + �, 5909 Silos Moffitt Way Y 5909 Sifd4 1810 106th Street 1.8 il m P Y, LO Y Moffitt Wa I E 20 106th Street ro & ah doms cee -N`Y Y 5909 Sods M Yc ew ` .. Carmel, I I ffitt way 807 Homewood , Carmel 33 el N 46033 I, q Y Dave 1870 106th Stre I IN 460_ Carmel, ij Carmel. IN et E L Marlene J hums o e !. IN 480 � 46032 Carmel 1N 4 03 I 30 106th StreetE r - i 1910 106th Street f to Trustee o - Carmel IN 33 6 Ind an ohs. l C 4 hfi N 48 { Carmel. IN 4 39 f ^', I- f 60 Marlene J Shumate Revocable CorFheL 4�0 , ,, R ocable Trust E 1930 106th Street E c °» : o \ I N Hai w L,.. Approximate _,,_' :r. 46032 pp mate Dehneat ph of t I �; . , Flood Zone e AE per Flopdwa � I A � z' I - a 18057CO2 , Map # 28f,far:. a" r � Shad pd -- I Hamilton Count Effective I Zone AE Y February 19.1200 A xi 0 s r j I PP o mate Delin�atlon of: W • � - Zone AE � . F , Flo Zone' T o/ `, � ----.\., �•\ Q Per \ \\ O + LL - { F loo way Map #18057CO228F I- Q APProximata,Delineation of for Hamilton C unt Y Effective � L»LJ z _ Flood f Feb oHr __ �- - - -, Zone X Shaded per fuary 19,'i2003 , ', m �a Q w Floodwa Ma 180 7 W 5 CO228F Shad d ^ orlr * . H - - -oH}`- -- \ for Ha ilton Zone X W „HE � County Effec#ive � � , OHe_m - r�i Ek RIGHT-617 (,HE February 19, 2003 --� r W Q S1R. NO. 2 `_ - _ - OF WAY or,E -- -,-oHF ; t e Hs SIR. N0. (� , -- -- ,,HL --_._.raHF -- :rhlL. 1- -rbr t :GHF ,r _- - r OHE \ t' W _ .. _ - 1R. N0.-_7 _.. 'X' _. - Zane „H -- - \ O --_ _:: .< - - I 6O LFT OF - _ E E SWALE ® 9.32% z r SIR. N0. 3 _�- , tit,. - ) � ,�, � - -- - , . -- r _.-_ - w m 06th STREET . __ . _ _ _ . ., .,. _ _ L}--�-��.-- �+, _-� . . _ EST _ - _ E �---,SHE-�-oF. Z w o 806.3 NY SECTION 7-17-4-i' # fi _ *804.12 4 ( \ 106th STREET _ Cr) 802.39 804.70 L i I fX. - \ 802.00 EX. 5' HA - -: f EIL - N _ LF RIGHT OF WAY l � e. 805.36 801.8 <-' , . f L.L :;', 01.48 , , _ 86, \T- M 808 7 81. W _,.. ,•--- f ; 84.28.. •; �- 4 I- pw PROP.,3 PW P W �_ 3 HALF RIGHT OF WAY Pw P - w- ti W ......• PW - ✓ ._ �$4 t _ t Pbt .. , P - .. w PW ELL � P (n T 80 3.0 803.90 804.27 < -T W -�--+ W O SIR. N0. 5 PROP. 45'HALF RIGHT-OF WAY PROP. 45 HALF RIGHT-OF-WAY '.c EX. 30 HALF RIGHT-OF-WAY 1 / 30° ALF SIR. NO. 1 I � 804.55 •� r I RC�IT-OF:TAY - `L � 45 LFT OF SWALE ® 5.0% SIR. N0. 4 95 LFT OF ti f t PROP. 45 HALF' J Q I 130 LFT OF PSD 11PE A' ® 0.30% 140 LFT OF SWALE ® 1.65% 55 LFT OF "� O 78 LIFT OF SWA ® 1.15% __ 275 LFT OF SWALE ® 5.51% ' ,i RIGHT_-9F--WAY _ O I - 60' Building Line SWALE ® 1.15% II #' SWALE ® 5.0% HEADWALL #1 I � 1 r I <(J � CD 60' Building Line I r � /' 0� ti0' Building Line � �► Q z 1 W Mork W & Kay owman I t L / - I ° 10555 Westfield Boulevard I I I , •.L I I ho 4J . a,' Smith ..Trust wit Bradley`: pring � t o _. Indianapolis IN 46280 c , , W � a Smith Trustee,, Family Living Trust with �o �: J = Lu �- PARCEL 1L I,, y 9 7,\ „ O, v a Kent E & Jerrilf L Gardener Trustees &'Ha rtly _ �' I Family Living Trust with Steven A & Leann .�; �7 Chris me roll Altman -°f - P.O. Box 108 o er A & Vicki L o r s c- _ o es & Janet!C. oers er cot arker Hardy trustee 1/3 int each Q h? 9 g t a l' IN 8 I 30505 Timbe 'rook I• • , 5 I C tine. 460 2 rtp Lane 18 1 106th Street 10512 Spring Hill Drive 0- 10599 Spring;Hlll Drive [PARCEL 2] I I Bi�gharp Farms. tu�l 48025-4660 Carmel. IN 4603 , Carmel. IN 460 � - Carmel. � 46032 - [PARCEL 311 - [PARCEL 4 I [ ] [PARCEL 5] [PARCEL 6] / o ° CZ) ° O o 0 o V F W CD O O O O °O O p 00 OO °O O O o 0 IZI- LO Cfl �. ap + + + O O rn y CV N N N N N M j M M 0d- C j Cn N 2 M M O M M M o i< � John, & Gloria J arbour ;' ,, _, ; � y 7vne AE' 2028 106th StreetE I Ralph J Jr. harlene Wooden Alice M ecker ' z ha use rus ee o w .2 Z o Yc.. Carmel. IN 46032 N 2038 106th Street 2048 10 m ee \ 6th StreetE r, n_ 10602 Jordan Dr 21�ry : <,, \ Carmel. IN 4603 o „ �, S & Patricia owo i s, r -� Carmel. IN 46032 r Carmel. rz; > F_._ 46032 o v I- z 2018 106th Street \, \ Zone X I . o co Carmel. IN 46032 W t O -1 n a> rn I -` \ r Approximate Delineation of - a ,K Shaded n:, c. :ry Flood Zone 'AE' per Floodwa O 8 Zone AE P Y I _ - --_ Map #18057CO228F for I -' Q Hamilton County Effective O I February 19, 2003 Uj w r 0� I LLJ _- --- :i , W 85 LFT --- .-_ - I C� �. OF SWA ® 1.0% STR. No. 9 PROP. 45 HALF RIGHT-OF-W W �v Shaded _ „' _AY_ _ _ .z _. _ EX. 40 HALF RIGHT OF-WAY 2 �u r'� ° Z J OZone X S NO. 8 _..... _ .._. _ _ W a _ , - O _ \ Zoe E STR. NO. 15 190 LFT OF - _-. » (/� N p i- I F = R _,ItE l7liL,.:,�... Uhlt T i�4-I ___._-_,. _.:. _-<_.. __-___ __._ : SWALE ® 1.09 , . .,UILL cle) _ HF Ie:NE --r- - STR. N __. _ H err c,Hr )}:. ur+r_ -- . _ -. 0. 18 20 LFT OF O d d ter,. (h .� ,HE o �- N STREET � �. ., _ _. _--_.,i , ;�- _ � oHE oHF Hr (>HE ;>IiE -�,,-- -- O - - - , sWA ® 1.D9 .� -- ,. _... _ � SIR. ,� -- r,e __ -, 780.44 - M � � I � NO. 19 _ ___- ___ - -__--_-- � _ + �. 779:59 M _ f t - .. L - I - F Q �_ - 781.3 780. - 10 th 0 srl3 _ - 2.65 _ 6 STREET R 7 7$3 - a - _. 782 ,,. . „ � o _--�_..._ � __. _ � � 778.08 X73 - -. 83 _ . _.._ _ 778.28 779.98 (� -- --E- --t--p•-- --.-, 25 ,`' � € ... ._: 780.90 780. 0 f EX. 30 - I l _ A 78 .03 781 Q � . . T -- -- --._ ..�. 780.50 PW pW .... --... _ � Zone X __ -_ - w - W w . 60 FW .. .. . . . r .. :. VJ Zq -c^ PW Pw ri r _ l � PROP. 4 EIF 4 _ 5 HALF 0 HA LF _ Shad d 17D LFT 782.9 _ `' J � > >i : - - 35 LFT OF OF 3 ,_ _ _ � i RIG OF WAY 7 �� R16HT OF WAY_ ._; � � � � - - Zone X 82.80 781.76 Q -_ 9 - W a 82. ... ,,, � ,:,, � , PROP. 45 HALF I --�17�•-= ; I _ _ ^ SWALE 1.0% SWALE ® 1 A% 782.60 „ , - - - -� - ROP. 7 1.92 �� - q' - RIGHT-OF-WAY T_. ,F 45 HALF z i Q 5 \ - - - - tyi SIR. NO. 14 U r` HEADWALL 2 782.30 7 - „a g \ ;y c_-- 4, FIGHT--OF-WAY Non-Acc s E t " SIR. N0. 16 t -. , z - - - t r,•y i J �s ,. HEADWAL4 3 PROP ---� # OSED 45x15 SIR. NO. 17 f- Zone X o -cry -: -, 40 Budd�n Line t -- ;3; -- --- z;,;�. e 9-- � 60 Building Line: „y - -- STR. N0. 12 1 P. s k Q c� "92---, W t : I _ DRAINAGE EASEMENT _ W Shaded cn I 1 Approximate Del eab n of 778.50 (, S7R. N0. 13 781- �� 1 . Zone X \; >_ Zone AE' \ * o. Flo . , - �--- m Shaded . s Approximate Delineation of I oil Zonq X Shade per >. AE' ;> 3 C� z Zone F -y Flood Zone AE Shade I \ f Floods y MaP #18057 0228E Q 782.45 d per I \'A Shod 9d / Zone AE for Hamilton Flo I County,,'1ffectiv � , odway Map #18057CO228F e I` Zone AE r February 1 20 w\ 5 F for Hampton Caun ff - . Y 03 D nail & a ha A S man Alma Lee cdies with 1 `> ti• _, ty E ective , Z h L e Esta a to pa wpnk I \ Zone X 75 Budding Line � 1919 Q: 5 G� Februar 19 2003 y g y 20 9 9 106th Street Trustee Wilson R & Opal L Swank' Trust _ _� - ! �' . __- 9 0 0 'A I f 3 Carmel. IN 46032 20 J f r Chris & Su _- 0 10520 Holada Drive Q, F e e y urine o. sari Sigman . . D&UE y Ronal; Jr. & uzanne Robert & ar i rd M q.__ ___ a Ina C_ ova ceroa ns e- aws odd Hollin w p I rains e M vens en L os er rustee 2035 106th 2037 106 S re s orth ' [PARCEL 7 Carmel_.IN 46032 !F' g \ qty A ea Street o th t et E _ � ] 10545 Holada I __; „ , 2023 106th Street f 2407 106th St eet 2141 106th Street - O Y Dr W t 1 E t E 2149_lO6th titre I,',Esmt I 2033 106th StreetE Carmel. IN 46032 Carmel'-1N 4 3 ' I _ __ _._ . e� Jean toss : PARCEL 8 I: �_ `. Carmel. IN Carmel , I [ ] I ,, Carmel`IN 46032 Carmel. W 46032 ;. � , IN 41LQ� Carmel. IN.4603 I 10590 Brookwew Dr �, Carmel. IN 46032 [P CEL.9] _ � f I' I [PARCEL 10] I [PARCEL 11] I [PARCEL,,12] I Carmel. IN 46032 O p °O °O 00 O CD O O O ° M � N M L0 �°}� +O O+ 50 0 50 100 r _I- HOLEY MOLEY SAYS , Phillip. 9Lg 4: I I K ! 322s�7 w e North American Mission D DIG BLIND SCALE: 1 = 50 "DON'T oar of J 3 Deed Record Bk 222, Pg 122 t the Southern Baotist Convention Inc _ j , Instr. #200000031994 CALL 2 wasKlNc DAYS I � "IT'S THE ffL�AroW" LEGEND o . Wz ® EXISTING i -800-382-5544 G 1 � 1 O' m o CALL Tai POWERPOLE 31u Z w -_ CONTOURS W - Z 2 PER INDIANA STATE LAW IS-69-1991. UTILITY POLE . FL > ; _ W O F- IT IS AGAINST THE LAW TO EXCAVATE ADJOINER LOT LINE i I z LIGHT POLE ~ LOCONNSERNCE TWO 2NDERGRWND O O; _, Qcn O ® - - - ___ _ - _ RIGHT-OF-WAY a ( z O WORKING YARD LIGHT m p I U7 W rn DAYS BEFORE COMMENCING WORK. Y - ENT Z GUIDE WIRE o SECTION LINE EDGE OF PAVEMENT - POWER BOX - -- s _ DITCH LINE r TRANSFORMER O W EX, 55'HALF RIGHT-OF-WAY .• --r i - - WATER EDGE __ --- i IFLOO D PLAI N I N FORMATION ELECTRIC CABINET -�--- .. �_ EASEMENT LINE W EX 40 HALF RIGHT-OF-WAY .. GAS METER O '"" I �� FENCE LINE w BY GRAPHIC PLOTTING ONLY THE MAJORITY OF THIS PROJECT DESCRIBED GAS VALVE - - -. GUARDRAIL T -_ O ' AIL Y i itvrmela HEREON LIES WITHIN ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE 500-YR. GAS LINE SHOT ° „ CABLE TV LINE FLOODPLAIN). SMALL PORTIONS OF THE PROJECT ALSO LIE WITHIN ZONE GAS MARKER lnstr. 2008024033 - -Instr. 2008045528 ELECTRIC LINE y + Instr. #200802164 # �,.,;: # _ „ „_ X .. H, - - ,.,, to- - SHADED AREAS DETERMINED TO BE AR - WATER VALVE o co _ _ _ - _ -. �.��=�- _: _ . _._ _ r, ( AREAS OF 500 (EAR FLOOD) AND OVERHEAD ELECTRIC LINE i M f I ZONE AE (SPECIAL FLOOD HAZARD AREAS BY 100-YEAR FLOOD) AS w,,WATER METER 1 L I - l 1 i I SIGNAL LINE PLOTTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD FIRE HYDRANT TELEPHONE LINE j Q \ 106th ST EET s I -= 1 1 _! I 106th STREET I I 1 I I (__ INSURANCE RATE MAP FOR HAMILTON COUNTY INDIANA, COMMUNITY PANEL T- TELEPHONE POLE - - GAS LINE IM NOS. 18057CO209F & 18057CO228F, WHICH BEARS AN EFFECTIVE DATE OF TELEPHONE MANHOLE _ N ~ 785.18 785.73 FEBRUARY 19, 2003. WATER LINE 7$7 - _. _ s... STORM CATCH BASIN w 1 -_ _ --- - SANITARY CLEANOU -.: - - ,: - r T WATER SERVICE LINE r� ,, _ -- _._ __. -�-.,:._ -�- _ -- SANITARY SERVICE LINE _ p ..�.� __ �.,..__ --- -•---• - ----___".�.�_ ; �._ c __ _ c� ,-_- ,' _. ,. _ _ _ - _ _ _ � -- SIGNAL MANHOLE _ N u•a STORM SEWER WITH MANHOLE BENCHMARK INFORMATION SIGN I M,• „;, SANITARY SEWER WITH MANHOLE `` > EX. 45' HALF RIGHT-OF-WAY w=w' } EX 45'HALF PIONT OF-"Y MAILBOX N 6 = p' 5' Non-Access Esmt ,� • a, .. TREES U&EBUSHES NORTH BOLT OF HYDRANT ® THE SW CORNER OF HOLADAY DR W v 3 rn U I SIR. NO. 20 SIR. N0. 21 ° . _ ,, y , o Q/�o �"- W Ij & 106th ST �_ ELEV. = 781.84 GRADING LEGEND X-.>1r Q t ?� t bi fr< O I TOM J4 �cWn/o� O: ,. IN U7ILITY POLE DNR RW1 (REFERENCE FROM HOLADAY DR. WEST) I m f I ELEV. = 785.14 860.00 TOP OF CURB _ I I -75' Building Line {j 859.50 EDGE OF PAVEMENT PROPOSED SPOT ELEVATIONS a t t / I TB S 860.00 FINISH GRADE w? NORTH FLANGE BOLT OF HYDRANT ® THE SW CORNER OF SPRING HILL DR z r I it broo the Dods Millbrook he Woods, Millbrook the oo c - & 106th ST 860.00 k o W w o< Instil. #9362095 / I 859.50 PROPOSED SPOT ELEVA71ONS cn a Z Instr. #9362095 Instr. #9362095 •- ELEV. = 790.23 w w w w o LOT 25 ,,-LOT 24nT 23 LOT 22 i LOT 21 860.00 k (TO BE FIELD VERIFIED) 1 " < I -A RIM rn oo r co o r� c� z NORTH BONNET BOLT OF HYDRANT ® THE SW CORNER OF WESTFIELD BLVD �N�J� � I °. IBM 860.00 PROPOSED TOP OF CASTING ELEVATIONS x�o�� & 106th ST ELEV. = 809.85 PSD TYPE A' PAVED SIDE DITCH TYPE A' (SEE DETAIL SHEET 300) SHEET 500 e 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 + + + + + + + + + + + + + O r N M ct' LO co ti 00 O O N o O N N N .. o David J Lisa Post Joseph Barry & Kazumi etter usan M ielowso I can Cara N toltz s I --- - -& Aprit Will I ( \l ( Y y t Joyce , o 0. David Lisa ost David J & Lisa os 0.v d J. c Lisa os William & Susan McAdams Marlene humate rus ee o a 5909 Silas Moffitt Way 5909 Silos Moffitt Wa 1810 106th Street E 1820 106th Street E 807 Homewood Drive 1870 106th Street E' I 11910 106th Street E IN 4 5909 Silas Moffitt Way Y 5909 SIIds Moffitt Way I In an olis. IN 482 1830 106th Street E �, 4 Marlene J Shumate Revocable Trust o U Carmel, IN 46033 Carmel IN 46033 Carmel. IN 46032 Carmel IN 41032 §0 Carrriel IN 46032 L w a Carmel. IN 46033 Carmel, IN 46033 Carmel. I 46032 ___1 1930 106th Street E __ -_ el. IN 46032 � � \ Carm w Approximate Delineation of �. - i q � Flood Zone 'AE' per Floodway �__ �, 4 \ I ' Map #18057CO228F for Zone �� - � � __ - i Hamilton County Effective - 0 W v� 11 I ebruary 19, 2003 APP�oximate Delineation of Zone AE' \ - -- Flood Zone 'AE' Shaded per / Floodwa Ma \ #1 57 02 8F L1J \ Y P 80 C 2 / Z , Approximate Delineation of I for,Hamilton County Effective Q W E 3 I I February 19, 2003 SIR. N0. ( Apo Zone X Shaded per i \ i Floodwa Ma 18057CO228F LJ.J J 82 LFT OF 8"0 o ilton County Effective \� p RDPE c�330° Shaded A -.- SIR. NO. 2 i I SIR. N0. 6 for Han ty e i Zo — __ `— n _ e 'k February 19, 2003 - � 31 LFT OF 12"0 32 LFT OF 12"0 Y -- -- - - I— W 1.0% ,. _ RCP ® 1.519 � � —) --� -- z ESP RIGHTOF-WAY -- RCP . ! SIR. N0. 7 Zone X m -• . » _ _ _._ :' :. `: :,. i. ,. Jam.: ,-- eta„ :..____• ,n,: ,.�: �, °°H•0.+••..,. a.. -. - ____ .: .,:; , _ _. 1 :. .: �;, •.. . ' O : _.. M J 06th_STREET ;, � - _ ,, I I 1 L 106th $TREETI _ 1'- 1 f ,-r. : _ ,. N NUN NWY SECTION 7-17 4�' B g B I B e W U� -.w w w w r w w w r w w w w w w w w w. r r w w w w w w w w w w w w w. r w wl'=w r w r w w ww w w w w �, �w w w w w w ww r w w.'ww ww w w ` w wlw w :• w w w w r m_w w w w .w w7 w w w w w w w w w w w w w w w w w w w w w w w w r ww w r w w w w w rr w m ass to w r w w w w wr r_r w r w w w � .. .._.. .. .. ..-__ ....., __. _. _. _._. ,. .,_.., .- -. - max, ..,..,...w .wr,,.. PW PWP PW PW PW .!ei++r•w:: Pw° Pw Pw Pw w P PW Pw Pw Pw Pw w 0.w w Pw w w w Pw PfY PW rr Pw ew Pw fi w Pw pw, a *x !M ,. I T" _ PROP. 33 HALF RIGHT OF A ,♦ � _ �„� .. .. .:h . , W O Sol _ L U �+ � -4 � �. . I � � w w ww w w w i w w w w w w w.... w w w w w w w w. . _.r w r w w w w w � � * _ �.,, .. .. ,. , w w ww w - ww,wwww wwww ww rr w ww ♦I EX. 25 HALF a 7 z PROP. 45 HALF RIGHT F-WAY RIGHT-OF-WAY PROP. 45' HALF RIGHT-OF-WAY I EX. 30' HALF RIGHT-OF-WAY ► EX HA r SIR. NO. 4 ( I R H -OF-1 0 SIR. N0. 5 - STR. N0. 1 � 16 T _ 20 LFT OF 29"x42" " — - _ �. z D i _ _ 32 LFT OF 12 0 t �4/ RGHT OF WAY c� Q t ELLIPICAL CMP 0 1.14q 60' Building ine O 9 �, RCP ® 1.169 60' Building Line 'n t �.9. 60' Building Line v HEADWALL #1 Of � Mark W & Ka Bowman »-. - a Family Y Smith rus with Spring i IL 10555 Westfield Boulevatd �' Smith Trustee, Gardner Family Living Trust with , 1r /" U CL Indianapolis. IN 46280: : , I b I i Kent E & Jerrill L Gardener Trustees & Hardy Z �' t W v [ o� ~" Family Living Trust with Steven A & Leanne cn PARCEL 1 '; , w -- — Christine cull Altman �" Hard T i Roger Vicki L ollin s !� o est C. & Janet. . Von oerster cotes a�rker y rustee 1/3 int each a""�` w g 9 30505 Timbe 'rook Lane I 18$1 106th-Street_El 10512 Spring Hill Drive z P.O. Box 108 rt �"' w i 10599 Spring r�lill Drive J el IN 460821 �� I I Blnahom Farms. MI 48025-4660 Carmel, IN 46032 Carmel, IN 46032 l [PARCEL 2] I __ [PARCEL 3] _ I [PARCEL 4] [PARCEL 5] l [PAR L 6] ' z _ U o 0 O O O O O O O O O o o O O o (:D 0 0 o O O O O O O o O o o o + + + + + + + + + + + + + + ° d' Cfl I— 00 O O N M lL{� C0 I� O o N CN CV N N N co M M M M M co M l John R & Gloria J Barbour alph J Jr. & harlene Wooden Alice ec er h use Trustee m Charles u rus 10602 Jordan Dr Q) �" O Zone 'qE' 2028 106th Street E 2048 106th Street E n 4i o 2038 106th Street E ' w 9'Q Carmel. IN 46032 r Carmel. 46032 z v - Carmel, IN 46032 I Carmel. IN 46032 m o ea \ O o O Uj U a James S & Patricia owo i Zone X' � �� o 2018 106th Street E \ a o I o Carmel. IN 46032 o �•� _ 0 L1J N o 9k" \ Approximate Delineation of 1 rn Flood Zone ' O „ Shaded - Fl Zo AE' per Floodway - p �� - Map #18057CO228F for il Zone AE Hamilton County Effective L.L.I N/ _ \ February 19, 2003 I O L9 v SIR. 11 S7R. NO. 15 SIR. N0. 18 LV � � -_,., � _ - SIR. NO. 19 " `" �� i � - - � Z 'u � o y J LJJ -46 LFT OF 15 0 RCP 0 6.\789 - _ -- _ _ a SIR. No. 10 - — — — — _ � 5 LFT OF 12 0 RCP ® 3.09 SIR. N0. 8 SIR. ND. 9 " SEE STRUCTURE POINT PLANS FOR EROSION �— — EX 40'HALF RIGHT OF WA LLJ w - �- »--- :_ �._ _ . Y a a Z �.� " 170 LFT OF 15 0 ' I CONTROL MEASURES FOR CULVERT PROP. 45' HALF - Zone AE HEAD INSTALLATION. --- _ _ N O Shaded .32 LFT 0 1� 0 70 LFT OF 15"0 RCP:® 0.78 _._ _ REPLACEMENT AND E RIGHT OF WAY O Zone ,X RCP® 2.09 RCP ® 0.693 - . I � �- .,. , 1. , ; ,. .-_ .: ,. _ _. -.. .. .. ,.0..,.r .. _ .�. � �: ..!.- . .,.... :. 1, .;x,. CN 106th STREET _ - - - - -- r 1'06th STREET _ —f _ w : w w w- r.. w w w w w r.w r w.w w w s'll a w r r r w w w w � w w � w--at w w w w.r r w w r a r r w w w w w w_w w w w r w w w 4 w w w w w w r r� r r w r w w r r w w r r r w w w w r w o w w w m r w w.a,w w w w�._ _ o w w w w w w w w w .w w w w w w w w w w w w n w w w w _... -.._.. • w: w r w w w - www w w w w w w:.. w r w w w w- w w w w i w w w w w w w w w • w r r r _..._. ......___._. ......_ _..______ .._._.-...-_.� ---_ __ .....-0 _. ... ......_� _.. . __ .._._--- ...... ._._... _.._. _...__ ._ -_ _...., .., , .- J S` r r lie , ° -_ „, .. _ CIS _ _._, it .. ...... .... ,...:: . .. ...: .: .. .. .:,. .. , . - � all .._ ..:.. ....,...... PW � W PW PW PW PW PW +»wws..,.... r _... •+iM"w+:::.. ..': p. '.. Pw P Pw PW P Awl�T - P PW. P.: PW :�«e•. •r.: r Pw. w .. Pw Pw: Pw (Mt .... _ .. _ _Pw PiY ....: PYl .. .:. ,... .. :... .: l , Uj , ,. ,. err w � r ��. � w ' y , L I w •,�. w w w w w EX. 40 HALF i` r Z I _--� PROP. 45 HALF i _ Z Shaded, PR P. 45 HALF RIGHT-OF-WAY Q RIGHT-OT WAY ---QTR.-NLb 14 _ _ T. o� w _ - 16 ___ 9 a - = I - " ;. g PROP. 45 HALF � STR. NO J � RIGHT OF WAY Non Acc s E mt " Ay " Zone 'X EX. 30 HA G ._-_ -- ,79 ; 4 LFT OF 8 0 HOPE ® 0.8090. RIGHT-OF-WAY Z Shaded, l �5 _� - PROPOSED 45x15' E ; STR. NO. 17 32 LFT OF 12"0 RCP ® 1.0q Z Zone AE HEADWALL 2 t,�a - HEADWALL #3 " U # ♦ .t - - c 7 l9 i --- t;>y - --- �y DRAINAGE EASEMENT 4 \ ,-40 Bu ding Line ' 22 LFT OF 12 0 RCP ® 1.09 U > Zone X �n o A _. ----- c --- --c c11: r „ Shaded ! �-- m 60 Building_Line_., ,, --- - I , I SIR. NO. 12 W i PW Approximate Del eati n of Q : „P - - c \ 0 one X' Flood Zon 'X' made per �_ _ Z : , S8 LFT OF 15"0 RCP ® 1.0q A ; �.moo. Approximate Delineation of Floodway 0.P #118057 0228E Zone AE SIR. NO. 13 ;>' ��r �-y Flood Zone 'AE' Shaded per Zone AE' �, ;� �� for Hamilton County ffective �� i Shodgd, Flo Map #18057CO228F \ February 10, 2063 I 75' Building Line ~ f 0' I �. �� Zone AE for Hamilton County Effective W Zone 'X' I 1 20' Donald & mart A u man Alma Lee ccles with t sta a to., pa wank } 5� \O February 19, 2003 t D&UE Q F f �;v Chris Susan Sigman 1 cis ine aws odd Hollin sworth 1919 1 h F' Trustee Wilson R & Opal L Swank'Livin Trust I' 'p Jeffery y 4 unne I ord_M .__Galina_. _ utova cenia q 9 9 06t reef E P 9 st 0 20 2037 1O6tti Street E_ i ( 2141 106th tweet 2149 106th Stree Jean Gross Carmel IN .603 ( 10520 Holada Drive Q "' onal.d Jr. & Suzanne wens Robert & Karen L Dos ter Trustee 0.r A ea 2035 106th Street E g 2407 106th St eet E I S E 3 2 Y � rainage \'� 2023 106th Street E Carmel. IN 46032 rmel-.IN 4 ( Carmel, N \ Carmel, IN 46032 Carmel, IN 14603Q 10590 Brookview Dr, [PARCEL 7] Carmel. IN 46032 O 10545 Holoday Dr W 2033 106th Street E Esmt Carmel. IN 46032 \ Carmel. iN 46032 Carmel. IN [P _;CEL,9],.__.. _ _: PARCEL 10 [PARCEL 11] [PARCEL;12] Carmel, IN 46032 [PARCEL 8] _ s,' 46032 I j_ I C ] °o °o QO CD CD o0 °o QO o0 QO o0 50 0 50 100 EXISTING LEGEND + + + + + + + + + + co �- POWERPOLE CONTOURS SCALE. _ — — NE 1° 50' ADJOINER LOT L i iliip & Margaret A illin Kenneth an Sarah dwardaon ! e North American Mission Boar of LIGHT POLE RIGHT-OF-WAY Deed Record Bk 222, P 122 - lnstr'-0322677 u1 YARD LIGHT SECT10N LINE 9 - the Southern Baptist Convention, Inc. r� D Instr. #200000031994 M w 0 GUIDE WIRE -- _ EDGE OF PAVEMENT __ t , POWER BOX DITCH LINE Q - _ - Q p TRANSFORMER WATER EDGE I1' �'Z = ELECTRIC CABINET _ EASEMENT LINE LLIO GAS METER _ FENCE LINE s I"I"I ` p ,, Q O GUARDRAIL o GAS LINE SHOT LINE v, O �O Y GAS MARKER ELECTRIC LINE w m WATER VALVE ELECTRIC LINE OVERHEAD EL_E EX. 55' HALF RIGHT-0/7-WAY w WATER METER SIGNAL LINE 1 o W ' ...,... :, . a., w.-.,._�,., ,,N... . ,,. ,n. _._.. .. .. :...1 .. _.. .,.,.. , ,, . ... ,_ �•' ;:,; FIRE HYDRANT LINE .� J L.I_� EX. 40' HALF RIGHT-OF-WAY - TELEPHONE POLE - ___- _..---- GAS TELEPHONE E _ �, i WATER LINE r:, o C/) TELEPHONE MANHOLE Q) o Cit,Y of armel ' y y7 T i H 13 STORM CATCH BAST WATER SERVICE LINE "' _-- __-__ lristr. 2008045528 co SANITARY CLEANOUN Y Instr. #2008024033 . # - SANITARY SERVICE LINE Q _ Instr. #200802164 ;.... - SIGNAL MANHOLE s + { - ` _: MH ,o STORM SEWER WITH MANHOLE - �_.,_x SIGN EWER WITH MANHOLE 0 00 SANITARY S LE M I i I I i I - .. I _ } i I P ,} --1 1 I, I 106th STREET I I I 1 1— MAILBOX �N S,- o Q ! 106th ST EET I 1 TREES U&EBUSHES A ADDITIONAL EROSION CONTROL MEASURES I- . wwwwww - w - w w i w wwww w m w w w w w w w w w w w w w r w w w w r . w r � - w w w w;w_r m mrm ym m w w a w w w ww w w w w w w w w w w w w MAY BE REQUIRED STATE OR COUNTY I EROSION CONTROL LEGENO= d v _X n OFFICIALS ILL UJ E �r-0.rG'rwrrww. _;, - SEEDING ILL! - t .,,- RIGHT-OF-WAY r; _ ---- `_• ., EROSION CONTROL BLANKET WI1H SEED - w o N ' ., EX 45' HALF w v > EX. 45' HALF RIGHT-OF-WAY �' I NORTH AMERICAN GREEN SC-150 OR � C°� J 5' Non-Access Esmt " L ----p . 1. _: __q i �_ X, , APPROVED EQUAL � o DO E DIGBLIN HOL Y MOLEY SAYS �--� w 3 LFT OF 12"0 RCP ®2.Oq. n NAT D" SILT FENCE SLOPE CHECK LD°a/� i / (NU7EC 3 NWS-6 OR APPROVED EQUAL)cr_ M X"�Q ) i "IT'S THE LAW" - - - - - - - - - - - - CONSTRUC77ON LIMITS UI? 0 \^` CALL 2 WORKING DAYS BEFORE YOU DIG R01EC110N O. m A DROP FABRIC INLET P ° a f 75' Building Line ' `�•. o 1-800-382-5544 � ••• CALL TOLL FREE © TEMPORARY ROCK CHECK DAM Q I PER INDIANA STATE LAW IS-69-1991. w?a I ill�roo the Dods Millbrook the Woods, `" .. IT IS AGAINST THE LAW TO EXCAVATE r w Millbrook the Woods / - ® WITHOUT NOTIFYING THE UNDERGROUND © SILT SACK INLET PROTECTION f Instr. #9362095 Instr. 9362095 Instr. #9362095 a, w w��F- ' # , LOCATION SERVICE TWO(2) WORKING rn oo � � � <r M N -- Z w 0<, 1 .1' LOT 25 /LOT 24 YO 23 LOT 22 / LOT 21 ' DAYS BEFORE COMMENCING WORK. wwwwo iYN�J� XDow� 600 SHEET O O p p O O C:) O O+ O+ O+ O+ L L LO LO O C0 CNfl CMfl c O C0 30 0 30 60 Gill w ° \ I SCALE: 1" = 30' = 0 W — -......:..,..:_. -,....,...,,_.. . .... ;: . ,-,,. .,....._ .. ,,... .,, .._„..• ..gym....._rm , .,,..-»,. ..._. ®..,_:L z r2O No. 23 Q j W STR. No. 22 � ,� o � � J Q 67 LFT OF 12"0 RCP @ 0.50% LFT OF 12"0 RCP @ 2.50% tiG ----------- --------------------- _---- - -- -- ----- --- - — +— -----= _- --=_ .._. --1 G S G �—_-G-------G" G- --- G7 --G ------�—_- -----"G--- --'� 9 &�--------.----- ------------------------ � I I OHO � W o0 Z �J OHO — C 106th STREE� `:- C d - - I I I Hu I ow �� J W 0 - -- N LINE NEY SECTION 7 17 4 oHu w - --- �✓ - - -- - - w ---- - - w w �- w - - --miaow _ -- - w - - - - w -- - w ---------- . w o O OHU --.-,...,. ------ --------- ----- ------ - 6G OHU -� - a 0 - ---- ---- ------- ---- - ----------------- -- - ---- -- _ i n. >' . �_ ----------------------------- - - - ---VFW - ----- -------------- - rrg �".' >•, )., ,n. Jt.. n,, �,.... / 779 — - - .— — _ .., U U OHU OHU ,� OHU OHU —^�- QHU. .—= OHU 7OHU OHU OHU �OHU Z u x u < ♦ u -1 a � T � (�_... .. . ....... _� � !1 ,. E -_ X79, . ,. : ._ � ,.. -. h. ':� 779 "�--- --------- .�1 4'1:a h. � .. 77d t M_4 �� .. I, ... � .., IN IN t � W 1 e r -i C f N 0 . Yl r r .r+ t __. _ . . _ _ _ r 1 , 1 f » '. \ • d O — 3 II 6 i B 40 HA LF RI G H T-0 F-WAY O o -j U _ r - - - - - - - - -k- - - - - -- - - w - - - _ J U - _ _ _ _- _ _ _ _ _ _ _ _ _ _ 30' Building Line J 30' Building Line W - LOT 28 LOT 29 LOT 30 LOT 25 LOT 26 w LOT 27 , n,,,rnn, r% ,Al,a,,. rl II R/, Knlppcz n In Thmmngnn . Robert G. Whitin er Roger A. & Nancy L. Blondin 1 ° q 9 Y 9 , O Q Z U C) O LJL O CV O O O r- I W F- O zF- 0 U O W v 0 Co 00 LLJ W -� a Z O O RAF Q m EXISTING LEGEND POWERPOLE UTILITY POLE — — ADJOINER LOT LINE LIGHT POLE RIGHT-OF-WAY YARD LIGHT SECTION LINE GUIDE WIRE - --- -- EDGE OF PAVEMENT POWER BOX DITCH LINE c TRANSFORMER - EASEMENDTGLJNE ELECTRIC CABINET GAS METER - FENCE LINE GAS VALVE GUARDRAIL z -u GAS LINE SHOT o CABLE TV LINE GAS MARKER ELECTRIr' W WATER VALVE ht,WATER METER FIRE HYDRANT o TELEPHONE POLE T TELEPHONE MANHOLE Y STORM CATCH BASIN SANITARY CLEANOUT 0 SIGNAL MANHOLE SIGN o MAILBOX U W � H cn =_ ADDITIONAL EROSION CONTROL MEASURES Uwi MAY BE REQUIRED BY STATE OR COUNTY OFFICIALS f E w o j o EROSION CONTROL BLANKET WITH SEEDING - APPROVED EQUAL UU)i 3 ' x Kx�; NORTH AMERICAN GREEN SC-150 OR i' o Q�JO �� HOLEY MOLEY SAYS �� o o- o a DON T DIG BLIND Y x >°- SILT FENCE SLOPE CHECK J X+ a LU U w U-1 iOVED EQUAL) �cwi�/oo "IT'S THE LAW" CONSTRUCTION LIMITS Iz�cDr� A CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 O DROP FABRIC INLET PROTECTION © a CALL TOLL FREE TEMPORARY ROCK CHECK DAM w Z o U�>-W PER INDIANA STATE LAW IS-69-1991. i?w a IT IS AGAINST THE LAW TO EXCAVATE � Q z ® WITHOUT NOTIFYING THE UNDERGROUND U SILT SACK INLET PROTECTION LOCATION SERVICE TWO(2) WORKING w w w w o DAYS BEFORE COMMENCING WORK. �' co ^ (n J(Y- X=)C�LL:2i SHEET 601 EROSION CONTROL PLAN INDEX MONITORING AND MAINTENANCE GUIDELINES 300 * _ �y PLAN ELEMENTS 275 al I c) A2 11 BY 17 INCH PLAT GRAVEL CONSTRUCTION DRIVE AND PARKING AREA: 250 BROOKSTON SILTY CLAY LOAM(BR) * o = CD The 11x17 inch Plat has been submitted to the respective Soils and Water Conservation District. A. Inspect weekly and after each storm event and log condition per IDEM. = 225 w This nearly level soil is in depressions, on flats, and In narrow L U - A3 PROJECT NARRATIVE TOPSOIL: � 200 "" 1uIH' �" I�. �. � 111 ri II�� I dlains.geways between better drained soils on broad, undulating The project involves the construction of an 10' multi-use, asphalt path. The project is located on the South Z A. Inspect week) until vegetation is established and log condition per IDEM. P side of 106th Street between Westfield Boulevard and Keystone Avenue, and between White Oak Road and P Y 9 W 175 Slopes are 0 to 2 percent. Runoff is very slow. Wetness is the ;� c ;, � 4 i V ," 'uI Lasalle Road in Carmel, Indiana. A combination of storm sewer, drive culverts and open swales will be installed -� main limitation. > w to improve existing drainage. Construction is anticipated to begin in the Fall of 2009. TEMPORARY AND PERMANENT SEEDING: LLI 150 1 A4 VCINITY MAP A. Inspect periodically, especially after storm events, until the stand is successfully established. � 125 MIAMI SILT LOAM (Mm A < N B. Plan to add fertilizer the following growing season according to soil test recommendations. O I° !1 This gently sloping soil is along drainageways that cross areas of The Vicinity Map is located in the right half of the Erosion Control Details (this sheet). 9 9 9 9 J 100 `' Latitude N 3956'30" Longitude W 86'07'12" C. Repair damaged, bare, or sparse areas by filling any gullies, re-fertilizing, over- or re-seeding, and `` I „ „ i'I I1d1i1 Ir 1 u'�`"I" "'�" somewhat poorly drained Crosby soils. Q W A5 LEGAL DESCRIPTION mulching. 75 I �^ II q _ the main limitation. Slopes are 2 to 6 percent. Runoff is medium. Moderate erosion is LL There is no legal description for this project. D. If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condition, µ r 9 P P Je 50 M m IC Q 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 HI ',II;I, 111 Rir Z . Anticipated re-preparing the seed bed. 25 1 T� I, -�,° � Iwo � ,,IIII 1 MIAMI SILT LOAM,eroded(Ml > All pertinent lot information is included on the plan view of the Erosion Control Plan (Sheet 600) p II E. If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. I „ I �°,I � ' IIII I I1u11�1� I This moderately sloping soils is on irregularly shaped knolls Q W site improvements are depicted as well. * p LU F. If additional fertilization is needed to get a satisfactory stand, do so according to soil test �• � I °�,� I• I I I surrounded by gently sloping and nearly level soils; in long narrow ^^ A7 HYDROLOGIC UNIT CODE 4:1 3:1 2:1 1:1 LOW MED/HIGH .W-r Ihlllll4fa yl„IIII bands around rid eta s; alon drainageways leading to terraces or a- J recommendations. ,� V represented watershed of this project Is: 05120201090040 FLOW FLOW 1 9 P 9 The Hydrologic Unit Code for the p j A8 STATE AND/OR FEDERAL WATER QUALITY PERMITS G. Reference INDOT Specification 621.05. SLOPE GRADIENT CHANNEL CHANNEL . �` 'f 0u gal , ' bottom land; and on undulating moraines. Q No State of Federal water quality permits are required for this project. AND , " I P Slopes are 6 to 12 percent. Runoff is medium. Moderate erosion is � O W SHORELINE the main limitation. MULCHING: 1 µ A9 STORMWATER DISCHARGE MULL j Z and open swales. A. Inspect after storm events to check for movement of mulch or for erosion. � �II " r h I '„� �I M11 w II,I I 1 »III � m storm sewers tern drive culverts 1.5' will be discharged b a combination of a sto 1.5' r Stormwater P ORTHENTS 0 9 Y Ys A10 WETLANDS, LAKES AND WATER COURSES. B. If washout, breakage, or erosion is present, repair the surface, then re seed, re mulch, and , If '� 20" ', ( ) ' I Q Q There are no potential wetland areas located within the project site, nor shall any potential wetland areas be applicable, install new netting. This is till plains and/or terraces. Slopes are 6 to 12 percent. The W disturbed as a result of construction. C. Continue inspections until vegetation is firmly established. �, N drainage class is Well Drained. D. Reference INDOT Specification 621.05. "' "� v d -' "IIIIaI .^'III L.L w A11 RECEIVING WATERS 1i I 1 _ The receiving water for this project is Carmel Creek. to x Co x x o SHOALS SILT LOAM (Sh) WATER y 3' 3' w This nearly level soil is on narrow flood plains along meandering w Al2 POTENTIAL DISCHARGES TO GROUND TE There are no potential locations where stormwater may enter the groundwater. SILT FENCE: = _ ION M streams and in low lying, weakly defined drainageways of large I � d- d PROJECT LOCAT A13 100 YEAR FLOOD PLAINS, FLOODWAYS AND FLOODWAY FRINGES A. Inspect the silt fence periodically and after each storm event. river bottom lands. Z U) W 1 Slopes are 0 to 2 percent. Runoff is slow. Flooding and Wetness B. If fence fabric tears, starts to decompose, or in an way becomes ineffective, replace the affected x x x Y P p 9 B graphic plotting only, The majority of this ro•ct described hereon lies within Zone 'X' (Areas determined P Y Y P w 9 y to Y project ¢ "" 1dA'I ' is the morn limitation. By 9 p P portion Immediate) to be outside 500-yr. floodplain). Small portions of the propct also lie within Zone X' Shaded (Areas P Y -' III iI C. Remove deposited sediment when It reaches half the height of the fence at its lowest point or is 1 STAPLE 1.5 STAPLES 2 STAPLES 3.5 STAPLES O determined to be areas of 500-year flood) and Zone 'AE' (Special Flood Hazard areas by 100-year flood) as PER SYD PER SYD PER SYD PER SYD l3r plotted on the Federal Emergency Management Agency Flood Insurance Rate Map for Hamilton County, Indiana, causing the fabric to bulge. 1 6th 51 1 E ET `'' M Community Panel Nos. 18057CO209F & 18057CO228F, which bears an effective date of February 19, 2003. D. Take care to ovoid undermining the fence during clean out. EROSION CONTROL BLANKET Q A14 POST-CONSTRUCTION PEAK DISCHARGE E. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring he disturbed area to rode and stabilize. STAPLE PATTERN DETAIL '"IIII = I 1 u I11''r�=� `II� � I 'I � I �.i II�''' III , °"u� � � C' Qpre Max. (10 year) = 2.52 cfs 9 grade � I w � NIIN �I III Q ost Max. (10 year) 4.68 cfs SILT-SACK I CATCH BASIN FILTER: A15 ADJACENT LANDUSE A. Inspect the silt sack inlet protection periodically and after each storm event. wni 111111 fil x`"111" „I t z v The adjacent landuses are residential use. B. Remove deposited sediment when it reaches half the hei ht of the filter at the lowest point. PERMANENT SEED MIXTURES pll ca,wll, p 9 P 1 h11i _ A16 DISTURBED AREAS SEEDING A SITE SUITABILITY »1„ 111 uj c� Q r shown on the Erosion Control Plan Sheet 600. C. Remove the silt sack inlet protection and sediment deposits after contributing drainage area is SPECIES LBS ACRE LBS 1000 SET. SUITABLE pH DROUGHTY DRAINED WET i1 The construction limits (boundary of disturbed area) are ( ) W stabilized. ,III.. AR Iludllu� ,I I,I"I LEVEL AND SLOPING OPEN AREAS A17 EXISTING VEGETATIVE COVERh O The existing site consists of grass, asphalt, and concrete. TALL FESCUE 35 8 5.5 - 8.3 2 1 2 IIII Q FABRIC DROP INLET PROTECTION: a�l 9II A18 SOILS MAP AND DESCRIPTIONS The soils ma and all pertinent soil type information are located on the upper right quadrant of the Erosion A. Inspect the fabric barrier after storm events, and make needed repairs immediately. TALL FESCUE 25 6 5.5 - 8.3 1 P RED CLOVER ** 5 12 r Avoid damaging o L.` im nt from the pool area to provide storage for the next storm. A o d da B. Remove sediment p p 9 9 9 Control Details (this sheet). undercutting the fabric during sediment removal. A19 PROPOSED STORMWATER SYSTEMS C. When the contributing drainage area has been stabilized, remove and properly dispose of all KENTUCKY BLUGRASS 15 4 5.5 - 7.5 2 1 SOIL MAPS AND DESCRIPTION Q N The proposed stormwater system will include storm structures, drive culverts and grass swales. CREEPING RED FESCUE 15 4 A20 OFF-SITE CONSTRUCTION ACT1VITlES construction material and sediment, grade the area to the elevation of the top of the inlet, then r , Offsite construction activities will include haulm excess topsoil and borrow offsite. stabilize. �•/ ° ° g P TALL FESCUE 15 4 5.8 - 7.5 2 1 2 NOT A21 SOIL STOCKPILES, BORROW/DISPOSAL AREAS ROCK CHECK DAM: KENTUCKY BLUGRASS 25 6 Excess topsoil and borrow shall be hauled off site. CD A22 EXISTING SITE TOPOGRAPHY A. Inspect the check dam and channel after each storm event, and repair any damage immediately. TALL FESCUE 35 8 5.5 - 8.3 2 1 B. If significant erosion occurs between dams, install a riprap liner in that portion of the channel. EMERALD CROWNVETCH ** 10 25 ;„ - � �I' O o Existing one-foot contours are shown on the Erosion Control Plan (Sheet 600). • H MI UJ A23 PROPOSED SITE TOPOGRAPHY C. Remove sediment accumulated behind each dam as needed to maintain channel capacity, to allow " drainage through the dam, and to prevent large flows from displacing sediment. s A, o Proposed one-foot contours are shown on the Erosion Control Plan (Sheet 600). D. Add rock to the dams as needed to maintain design height and cross section. KENTUCKY BLUGRASS 40 9 5.8 - 7.5 2 1 N„ CREEPING RED FESCUE 40 9 � IIII 1 � m o STORMWATER POLLUTION PREVENTION-DURING CONSTRUCTION E. When the dams are no longer needed, remove the rock and stabilize channel, using an Z ° U ' I I Illila erosion-resistant lining if necessary. PERENNIAL RYEGRASS 170 24 5.0 - 7.5 1 �� TURF TYPE) B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES r , � . CONSTRUCTION SEQUENCE &SCHEDULE OF EROSION CONTROL IMPLEMENTATION 170 4 5.5 - 8.3 2 t 2 I ai , - ryl �„ "" � ,•'! �h°I°yell;, I' v ° There is a potential for pollutants associated with construction machinery Including diesel fuel, hydraulic fluid, TAIL FESCUE engine oils and lubricants, antifreeze and other petroleum products. It is unavoidable for a small amount of ° 9 r ECT LOCATION these pollutants to contaminate soil in the grading and construction of the site. Sediment pollution from site PRE-CONSTRUCTION ACTIVITIES: 1-PREFERRED 2-WILL TOLERATE ** - INNOCULATE WITH SPECIFIC INNOCULANTS �• ROJ disturbing ctivities shall be remedied b Erosion Control measures (see following sections). F' 9 Y 62 SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTATION 1. Designate the person responsible for complying with the onsite storm water pollution prevention The Construction Sequence & Schedule of Erosion Control Measure Implementation is located in the middle on plan. Coordinate responsibility for completing the site reviews after each V rainfall and/or a the Erosion Control Details (this sheet). p 3 minimum of one time per week. C tI 3N I»liw, I li Z B3 CONSTRUCTION ENTRANCE 2. Notify IDEM Rule 5 coordinator (317-233-1864) and the Carmel Stormwater Administrator, John = o W KEN R mlN 3 'J'� There will be no construction entrance for this project. Thomas (317-571-2441) within 48 hours of starting construction. Schedule a pre-construction SOIL N N � SALT ii CLE 00 6 B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS meeting with John Thomas at 317-571-2441. ° " 1� �' - < TOLERANCE - o Z CONDITION a „Z � _ _� o ^1, "'�I Z ,�, M a J n Control measures for Sheet flow areas are shown on the Erosion Control Plan Sheet 600 . n the construction entrance. Include a co of the NOI and the f W h. . r Sediment C ( ) 3. Post the contact information at copy ®Z < I," ,IIL �' CD Ill o Z ►,s ^ r-- 2 t� ��, ��I n details are located on the Erosion Control Details this sheet). contract mformation for the onsite erson who Is res onsible for im lementin the storm water wET NORM DRY is ¢i z x x r3 r= GEN. SOIL SPRAY AG� F�}'C i, a Specifications and ( ) P P P g ul 'IIII j1 , .ay� a ' �`' � \m B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS pollution prevention plan. The SWPPP should be onsite and weekly site reports need to be CREEPING RED FESCUE 1 1 1 NED. 1 20-25 12-18 7-21 S i 1u,111u tl 00 f y Sediment Control measures for concentrated flow areas are shown on the Erosion Control Plan (Sheet 600). available within 48 hours of a request. FESTUCA RUBRA 2 1 2 Specifications and details are located on the Erosion Control Details (this sheet). r KENTUCKY BLUEGRASS _ II pliuil111"l1I'"I' ux 0� Il B6 STORM SEWER INLET PROTECTION MEASURES INSTALLATION OF PERIMETER STORM WATER POLLUTION PREVENTION PRACTICES. 2 1 2 t 1 t MED. 1 25-35 12 18 10-20 MT R Storm sewer inlet protection measures are shown on the Erosion Control Plali (Sheet 600). Specifications and POA PROTINSIS T"' �lllllgl' details are located on the Erosion Control Details (this sheet). 1. Prior to installation of the sewer the following practices on this site need to be installed: TALL FESCUE 2 1 1 1 1 1 LOW 1 24-35 24- 5-14 T B7 RUNOFF CONTROL MEASURES A. Install fueling area, port-a-let, solid waste bin, concrete washout facility and staging FESTUCA L ARUNDINACEA Runoff control measures are shown on the Erosion Control Plan (Sheets 600). Specifications and details are area. �i PERENNIAL RYEGRASS 2 1 2 1 2 M located on the Erosion Control Details (this sheet). B. Complete requirements for spill prevention plan. - 2 15-20 12-18 5-10 MT B8 STORMWATER OUTLET PROTECTION MEASURES C. Install perimeter silt fence as shown on sheet 500. LOLIUM PERENNE HIGH r this project. D. Install drop fabric inlet protection, temporary rock check dams, and silt sack inlet _ There are no stormwater outlet protection measures required for p je p P P Y CROWNVETCH _ B9 GRADE STABILIZATION STRUCTURES protection. CORANILLA VARIA - 1 1 2 - LOW 1 5-10 24 14-21 T .. No grade stabilization structures are required for this project. 2. Land disturbance will be kept to a minimum until these practices are installed. ,, ,dl ,IIII llil ,_, - „1111VP'I°III II, BID LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE RED CLOVER _ _ _ *°II" w 11NIIII 1 2 - MED. 1 7-10 18 5-10 S S There are no stormwater quality measures required for this project. PROJECT CONSTRUCTION. TRIFOLIUM PRATENSE ' O r k# z u1ullI"1)111 q Bll TEMPORARY SURFACE STABILIZATION ) I kr .. hnI i n off-site. SALT TOLERANCE TO BOTH SOIL SALTS AND SPRAY) , Temporary surface stabilization methods are shown on the Erosion Control Plan Sheet 600 and detailed o 1 �III ,, 1 GOOD T - TOLERANCE ¢ iI Mill ( ) 1. Perform clearing and strip required topsoil, and haul off site. .+ u the Erosion Control Details (this sheet). 2. Install storm sewer. 2 MEDIUM MT - MEDIUM TOLERANCE m J I NO °mrIN1 Illgllll,l p :w B12 PERMANENT SURFACE STABILIZATION 3. Rough grade for asphalt path installation, and adjust sanitary manholes to grade. - NOT TOLERANT S - SLIGHT TOLERANCE { Il1� •, I II 11 11 IVr,r a ,.,_ .;I ,;, a ..I " , _ Permanent surface stabilization methods are shown on the Erosion Control Plan (Sheet 600) and detailed on 4. Install asphalt path and concrete curb ramps. i to 911 * �" ; r '1111 Control Details this sheet). 5. Temporary seeding shall be completed within all disturbed areas immediately following rough *ECT LOCATION the Erosion ( ) "III Y "u B13 MATERIAL HANDLING AND SPILL PREVENTION grading. No unve etated areas should be exposed for more than seven days. SEEDBED PREPARATION * + r+p " 1 � PROJECT II„IIU» 9 9• 9 P YS• Z Spill prevention shall be accomplished by utilizing s ill uards for equipment fueling and servicing operations. 6. Final grading shall be completed and permanent mulched seeding Installed within seven days of APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. M E 106th STREET final grading. APPLY 23 LBS. OF 12-12-12 ANALYSIS FERTILIZER OR EQUIVALENT) PER y I Spillguards shall be 3'x3'x6" and shall be constructed of a material resistant petroleum products (including " ( ) i directly below the tank in 1,000 SQ. FT. (APPROXIMATELY 1,000 LBS. PER ACRE) OR FERTILIZE ACCORDING t >. (. MIl' �. (• .._ �' . diesel fuel and oil). On site fuel storage tanks shall have emergency storage capacity d y dal� ,m Z. , M ,°� #"I �,II r°v' #q case of rupture. Any hazardous material spillage shall be collected and/or cleaned immediately by a trained POST-CONSTRUCTION ACTIVITIES: TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN Z, individual and disposed of in accordance with all federal, state and local regulations. ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. CAW p' •111; Y' I hIVI W „ P � ,.«� li:,l �„q11. r I ""Ij' I I ..:TIN Q,.:. a €°. ", r � fww"a I�r! .. , k FERTILIZER AND LIME INTO THE SOIL A DEPTH OF 2 TO 3 INCHES � r 1. Stormwater pollution prevention practices should be reviewed and maintained as needed to keep WORK THE FER LI m I ,g I,1�, � 1 ", • « +uI- I ¢ III+ d w Indiana Department of Natural Resources (317) 233-3870 P Sediment will be removed from detention basins and other sediment control WITH A HARROW, DISK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS P.. City of Carmel Fire Department (317) 571-2716 them effective. _ X ` AI MAINTENANCE GUIDELINES practices after the site is permanently stabilized. POSSIBLE. I �. ' o B14 MONITORING AND M NTE .. " ') .. ,., � ' W1 > Monitoring and Maintenance Guidelines are located in the middle on the Erosion Control Details (this sheet). 2. Review all disturbed areas for final stabilization. A uniform cover of 70% perennial vegetation is FERTILIZER AND LIME SHALL MEET REQUIREMENTS OF INDOT ,• m B15 EROSION & SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS required. STANDARD SPECIFICATIONS 1995. * i 1 1 -�, e•__ i1 Not applicable. 3. The contractor will remove the temporary erosion or sediment control practices as the watershed SEEDING for each practice is permanently stabilized. SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA WHILE VICINITY MAPS STORMWATER POLLUTION PREVENTION-POST CONSTRUCTION CONSIDERING BEST SEEDING DATES. NOT TO SCALE Cl PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE GENERAL EROSION CONTROL REQUIREMENTS FOR COMPLIANCE WITH IDEM GENERAL Potential pollutants include petroleum products and antifreeze from automobiles using adjacent streets and PERMIT RULES FOR STORM WATER RUNOFF FROM CONSTRUCTION SITES drives; and sediment. TEMPORARY SEEDING DATES C2 STORMWATER QUALITY MEASURE IMPLEMENTATION Stormwater quality measures are implemented by construction of the site improvements. 1. All Erosion Control practices shall be in accordance with the IDEM INDIANA Storm Water Quality AN MAR APR AY JUN JUL AUG SEP OCT ov DEC C3 PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES Manual latest edition and the SCS 'Feld Office Technical Guide". WHEAT OR RYE The post construction stormwater quality measures consist of vegetative cover and grass swales. Stormwater SPRING OATS J) runoff is largely perpendicular to the impervious areas; Therefore, the vegetative areas will work as filter strips. 2. The Erosion Control measures included in this plan shall be installed prior to initial land ATTACHING TWO SILT FENCES o The vegetative cover areas and grass swales will filter out potential sediment and pollutants collected from the disturbance activities or as soon as practical. Sediment shall be prevented from discharging from ANNUAL RYEGRASS - - _ - - - Z i impervious areas of the project. the project site by installing and maintaining silt fence, straw bales, sediment basins, etc. As C4 LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE N shown on this Ian. If shown on this Ian, energy-dissipation dissi ation devices or Erosion Control at the s � P P 9Y- P PE MA E S ED NG DA S � The location of the vegetative cover and grass swales are as indicated on the Erosion Control Plan (Sheet outfall of the storm sewer system shall be installed at the time of the construction of the outfall. 600). C5 MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATER QUALITY MEASURES 3. All on-site storm drain inlets shall be protected against sedimentation with straw bales, filter NON-IRRIGATED • CURB - PLACE THE END POST OF THE The maintenance of the post construction stormwater quality measures shall include the cleaning of any debris fabric, or equivalent barriers as shown on this plan. IRRIGATED 1" REBAR FOR BAG OPENING SECOND FENCE INSIDE THE and accumulated silt and sediment in the grass swales, and mowing of the vegetative cover and grass swales REMOVAL FROM INLET END POST OF THE FIRST o as necessary. The Swale shall be inspected monthly and after storm events. 4. Except as prevented by inclement weather conditions or other circumstances beyond the control of DORMANT SEEDING** (REBAR NOT INCLUDED) FENCE 0 the contractor/developer appropriate Erosion Control practices will be initiated within (7) seven IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL days of the last land disturbing activity at the site. The site shall be stabilized by seeding, EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, ■ Y sodding, mulching, covering, or by other equivalent Erosion Control measures. USE MULCH. OPTIONAL OVERFLOW -r-;- � � ROTATE BOTH POSTS AT LEAST -LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS FOAM 180 DEGREES IN A CLOCKWISE 0 5. This Erosion Control plan shall be implemented on all disturbed areas within the construction site. IF MULCH IS APPLIED. DIRECTION TO CREATE A TIGHT i All measures involving Erosion Control practices shall be installed under the guidance of a qualified ** INCREASE SEEDING APPLICATION BY 50�a SILTSACK® SEAL WITH THE FABRIC MATERIAL v WOOD, METAL OR ° SYNTHETIC FRAME personnel experienced in Erosion Control and following the plans and specifications included herein. DUMP LOOPS J TEMPORARY SEEDINGS BURIED PROVIDE CROSS (REBAR NOT INCLUDED) DEPTH = D GEOTEXTILE BRACING WHEN KIND OF S® PER 1,000 SO. FT. PER ACRE REMARKS 6. During the period of construction activity, all sediment basins and other Erosion Control measures FABRIC BURIED NECESSARY �\ - \ shall be maintained by the contractor. At the completion of construction, the contractor shall WHEAT oR RYE 3.5 LBS 2 BU. cowl SEED t'To t t Y DEEP __I__ - DRIVE BOTH POSTS ABOUT 10 GEOTEXTILE Q sPw►!G OATS zs�s 3 Itu. cowl s®t DEr� COMPACTED FABRIC coordinate the transfer of required maintenance responsibilities with the owner. -t INCHES INTO THE GROUND AND FILL ANNUAL RYEGRASS 1.0 LBS +o LBS cowl s®1 4 oEFr• LENGTH = L BURY FLAP E - 7. Public or private roadways shall be kept cleared of accumulated sediment. Bulk clearing of * NOT NECESSARY WHERE MULCH IS APPLIED. a` \ WIDTH - W w o A A accumulated sediment shall not include flushing the area with water. Cleared sediment shall be a z 3 � l.d' I I returned to the point of likely origin or other suitable location. o a ROCK CHECK DAM n. 2 �' E 9" MIN 24" MAX s L_ 8. he contractor shall control wastes, garbage, debris, wastewater, and other substances on the site e a 1 1 Q { ''k± , "� in such a way that they shall not be transported from the site by the action of winds, storm oQ/w INLET 1 Lim_ Y x ��°i NOTE I I k "� water runoff, or other forces. Proper disposal or management of all wastes and unused building � F FLOW x v THE FRAME SHALL BE WRAPPED F� ) � � materials appropriate to the nature of the waste or material is required. °w° U W o WTH ONE CONTINUOUS PIECE OF V \v # 8 REVETMENT DITCH GE07EXTILE FABRIC w/N I a V °N TRENCH DETAIL SECTION A-A GE07EXTILE FABRIC AND A 2' f�- 3' MAX 9• Additional Erosion Control measures may be require y state e or county agencies. SILTSACK CATCH BASIN FILTER DETAIL O AGGREGATE RIP-RAP (8 OZ. OR HEAVIER; NON-WOVEN) o OVERLAP SHALL BE PROVIDED. FRAME DETAIL MA, ADDITIONAL EROSION CONTROL O NOT TO SCALE ROCK CHECK DAM B w z a MEASURES MAY BE REQUIRED BY NOT TO SCALE Z}w FABRIC DROP INLET PROTECTION DETAIL �q °, ,� M N o z NOT TO SCALE STATE OR COUNTY OFFICIALS Z LU 602 w Uz- w w w w o SHEET d'(n�Jff X�0L�:2 ' ago O opz O STR. NO. 6 STR. NO. 7 . NO. 4 STR. NO. 5 NO. 2 STR. NO. 3 STR V STR. N , , _ 0.m STR. NO- 1 PRESERVE AND PROTECT EXISTING F W " HDPE @ INSTALL 20 LFT OF 29"x42" INSTALL STORM MANHOLE TYPE K 1 .0% WITH TWO 02) CONCRETE ©ND PIPE CULVERT. FIELD VERIFY a N STALL 32 LFT OF 12"0 RCP @ INSTALL 310 LFT OF 12"0 RCP @ INSTALL 82 LFCOLLAR ELLIPTICAL CMP © 1 .14% WITH NEENAH CASTING 1 0% ( ) EXISTING INVERT ELEVATIONS. IN WITH ONE (1 ) CONCRETE END 3.30%. CONCRETE 1 .16% WITH TWO (2) CONCRETE 1 .51 % R-1792-FG OR APPROVED EQUAL. SECTIONS EX. U.S. EL.-786.34 CONNECTION TO EXISTING PIPE. U.S. EL.=798.55 = _ W END SECTIONS SECTION D.S. EL.=798.32 CONNECT EXISTING 29"x42" CMP. U.S. EL.=801 .80 EX. D.S. EL.-784.28 ui U.S. U.S. EL.=803.00 U.S. EL.=801 .04 RIM EL.-802.00 D.S. EL.=801 .48 S EL.=804.27 D.S. EL.=798.33 ~ � z EL.-803.90 D.S. EL.=798.32 INV. IN (12"^'E)=798.32 �.,J Q W W D.S. - INV. IN (8"^�W)=798.33 M � :D Q INV. IN (29"x42"-S)=798.32 W EX. INV. OUT (29"x42-"N)=798.22 Q z w m W C, O STR. NO. 14 UJ cn STR. N O. 12 STR. NO. 13 LL.1 _ >. STR. N O. 9 STR. N O. 10 STR. NO. 11 Q ,.� STR. NO. 8 , , INSTALL STORM MANHOLE TYPE 'C' INSTALL 4 LFT OF 8"0 HDPE @ (n �-- � E TYPE c INSTALL 8 LFT OF 15 0 RCP @ 1 .0%. > ANHOL - 714 OR 0.80%. CONCRETE COLLAR � Cn INSTALL INLET TYPE E-7 WITH INSTALL STORM M WITH NEENAH CASTING R 1 W 0 INSTALL 32 LFT OF 12"� RCP © INSTALL. 70 LFT OF 15 RCP © NEENAH CASTING R-4215-C OR WITH NEENAH CASTING R-1714 OR U.S. EL.=777.60 APPROVED EQUAL. CONNECT TO CONNECTION TO EXISTING PIPE. 03% WITH TWO (2) CONCRETE 0.69% WITH ONE (1 ) CONCRETE U.S. EL._778.14 2 APPROVED EQUAL WITH 170 LFT OF APPROVED EQUAL WITH 46 LFT OF D.S. EL.=777.52 EXISTING CULVERT. - SECTIONS END SECTION © 0 78% 15"0 RCP @ 0.78% D.S. EL.-778.11 U) Q Q END 15"0 RCP RIM EL.=782.45 v J U.S. EL.=781 .09 U.S. EL.=779.59 RIM EL.=780.95 RIM EL.=782.65 =780.44 D.S. EL.-779.11 INV. IN (15"^'NW)=777.42 D.S. EL. INV. IN (15"-W)=779.11 INV. IN (15"-W)=777.78 INV. IN (15"-W)=777.52 �° INV. OUT (15"^'SE)=777.78 t ° INV. OUT (15 NE)=779.11 EX. INV. OUT (E)=777.42 W Y � W d W U a o STR. NO. 19 STR. NO. 20 STR. NO. 21 �- z 16 STR. NO. 17 STR. NO. 18 � W STR. Li NO. '� 5 STR. NO , , ADJUST CASTING TO GRADE. V ° ° F F 12"� RCP © INSTALL 75 LFT OF 12"s� RCP © INSTALL STORM MANHOLE TYPE L INSTALL 18 RCP PIPE CATCH RIM EL.-785.73 CD POINT PLANS FOR INSTALL 32 LFT OF 12 RCP © INSTALL 22 LFT 0 WITH NEENAH CASTING R-1714 OR [BASIN AND 3 LFT OF 12"� RCP @ - SEE STRUCTURE WITH TWO (2) CONCRETE 3.0% WITH ONE (1 ) CONCRETE END O CULVERT REPLACEMENT AND 1 .0% WITH TWO (2) CONCRETE END 1 .0%• SECTION. APPROVED EQUAL. 2.0%. CONCRETE COLLAR � o HEADWALL INSTALLATION SECTIONS END SECTIONS. RIM EL.-780.90 CONNECTION TO EXISTING 12"0 CD_ U.S. EL.-778.50 U.S. EL.=778.08 m U.S. EL.-780.30 U INV. IN (12"^'E)=775.83 RCP. ° D.S. EL.=778.28 D.S. EL.=775.83 �-- D.S. EL.=779.98 INV. IN (36"-NE)=773.39 RIM EL.=785.18 Z o INV. OUT (36"-SW)=773.39 INV. OUT (12"-S)=780.39 v � a D.S. EL.=780.31 83j o� L9 N O. 23 Z M O J STR. NO . 22 STR. W ►- o W _ a N O INSTALL INLET TYPE 'J' WITH INSTALL INLET TYPE `J' WITH NEENAH CASTING R-3287-10V OR NEENAH CASTING -3501 -TR OR o APPROVED EQUAL AND E R 67 LFT OF 12"o RCP © 0.50% 20 LFT OF 12"o RCP @ 2.50% WITH ONE (1 ) CONCRETE RIM EL.=777.80 PIPE END SECTION 12" INV OUT (S)=773.50 D.S. EL.=773.00 RIM EL.=777.40 Q 12" INV OUT (SE)=775.04 D.S. EL.=774.70 Z 0 . . . . . . Lo W / 0 / U) 0 0 Y O U O U / 3 �mco Q)Q H W o�� U Q OQ%Up Yx >� I �x'Z�-a Q] v o w Lu U0 00) I:D L r N m c0 I- co � r) N Z w z a SHEET 700 _j 0�-rw o c w"0,z v wW O Ld� J X:DD EE