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Home My WebLink AboutSite Plans 09-12-23RANGELINE ROAD MIXED -USE UTILITY NOTE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. INDIANA 811 ONE -CALL PUBUC UTILITY LOCATE SERVICE TICKET NUMBERS 2208245464, 2208245521. 2208245564. 2208245576, 2208245601, 2208245623, 2208245650, 2200245747, 2208245771, AND 2208245813 WERE ISSUED FOR THIS SITE PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, AND SANITARY SEWER. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER AND THE APPROPRIATE AUTHORITIES. UTILITIES: GAS STORM SEWER ELECTRIC CENTERPOINT CITY ENGINEERS OFFICE DUKE ENERGY 1630 N. MERIDIAN STREET CARMEL CITY HALL, 16475 SOUTHPARK DR. INDIANAPOUS, IN. 46202 FIRST FLOOR WESTFIELD, IN 46074 (317) 776-5535 ONE CIVIC SQUARE (317) 8966711 (317) 571-2441 TELEPHONE AT&T WATER SANITARY SEWER 5858 NORTH COLLEGE CARMEL UTILITIES DEPARTMENT CARMEL UTILITIES DEPARTMENT INDIANAPOLIS, IN. 46224 30 W. MAIN ST., SUITE 200 30 W. MAN ST., SUITE 200 (317) 252-4275 CARMEL, IN 46032 CARMEL, IN 46032 (317) 733-2855 (317) 733-2855 STREETS CARMEL STREET DEPARTMENT ,.I) WEST 131ST. STREET CARMEL, IN 46074 (317) 595-3120 175 S RANGELINE ROAD CARMEL, INDIANA 46032 CONSTRUCTION DOCUMENTS CYCLE #4 J U N E 285 2023 E MAIN STREET aw - s SITE M a 1 ST STREET SE 3 0N Z � ED z w �! z z z > wra y'� IIt�IIr. Fso �- �19191 ; - NORTH y l CONSULTANT TEAM: DEVELOPER ARCHITECT I OrIATION MAP LOR COMMERCIAL DEVELOPMENT STUDIO M ARCHITECTURE 63650 RUCKER ROAD, SUITE 101 2 W. MAIN STREET INDIANAPOLIS, INDIANA 46220 CARMEL, INDIANA 46032 PH: (317) 205-1200 PH: (317) 810-1502 CONTACT: ADAM HILL CONTACT: ALEX MARSH EMAIL: ahill@Lorcorp.com EMAIL: amarsh@studiomarchitecture.com LEGAL DESCRIPTION (COMMITMENT NO. IN2210373) Lots Numbered 25, 26. 27, and 28 in Warren and Phelps'Addition to the City of Carmel, In Hamilton County, Indiana, as per plot thereof recorded in Deed Record H, Page 258. in the Office of the Recorder of Hamilton County, Indiana. [INSTR. #2021073755 DEED 11 and Fifty-seven and one-half (57 '/3) feet off of the East end of Lot Seven (7) in Davis and Bales Addition to the Town of Carmel, Indiana, as per plat thereof recorded in Deed Record 21, Page 416 in the Office of the Recorder of Hamilton County, Indiana. [INSTR. $2022056625 DEED 21 and Part of the Southwest K of Section 30, Township 18 North, Range 4 East, in Hamilton County, Indiana, more particularly described as fellows: Begin 10 feet East of the Northeast comer of Lot 27 in Warren and Phelps Addition to the City of Cannel as par plat thereof, ra-rded in Dead Record "H", Page 258, thence South 4 Rods, thence East 8 Rods, thence North 4 Rods, thence West 8 Roda to the place of beginning. [INSTR. #2022039884 DEED 3] and A part of the Southwest % of Section 30, Township 18 North, Range 4 East, described as follows: Beginning Ten (10) feet East of the Southeast comer of Lot Number Twenty -Eight (28) in Warren & Phelps Addition to the Town of Cannel, (Originally known as Bethlehem) and run thence North Four (4) Roda, thane. East Eight (8) Rode; thence South Four (4) Rods, thence West Eight (8) Roda, to the place of beginning. [INSTR. #2022040126 DEED 4] CIVIL ENGINEER CIVIL & ENVIRONMENTAL CONSULTANTS, INC. 530 E. OHIO ST., STE. G INDIANAPOLIS, IN 46204 PH: (317) 655-7777 CONTACT: NICK JUSTICE EMAIL: njustice@cecinc.com SURVEYOR CIVIL & ENVIRONMENTAL CONSULTANTS, INC. 530 E. OHIO ST., STE. G INDIANAPOLIS, IN 46204 PH: (317) 655-7777 CONTACT: ANTHONY SYERS EMAIL: asyers@cecinc.com FLOOD INFORMATION NOTE: THE PARCEL DESCRIBED AND SHOWN HEREIN LIES WITHIN ZONE "X" (UN -SHADED) AS SAID PARCEL PLOTS ON MAP NUMBER 1805700207G (DATED NOVEMBER 19. 2014) OF THE FLOOD INSURANCE RATE MAPS FOR THE CITY OF CARMEL, HAMILTON COUNTY, INDWJA. THE ACCURACY OF THIS FLOOD HAZARD STATEMENT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. BENCHMARKS: UNLESS OTHERWISE NOTED, ELEVATIONS SHOWN HEREON ARE BASED UPON AN OPUS SOLUTION AND ARE ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). IT IS MY OPINION THAT THE UNCERTAINTY IN THE ELEVATION OF THE PROJECT BENCHMARK DOES NOT EXCEED 0.10 FOOT. T13M#1: CUT "X" ON THE ARROW BOLT OF A HYDRANT LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF 1ST ST. SE AND 1ST AVE. SE. ELEV. = 842.48 TBM1y2: CUT X" ON THE NORTHWEST BOLT OF A HYDRANT LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF SUPPLY ST. AND 1ST AVE. SE. ELEV. • 844.88 TBI CUT "X" ON TOP OF A CURB INLET LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF RANGELINE RD. AND 1ST ST. SE. ELEV. • 830.11 THE BASIS OF MEASURED BEARINGS AND HORIZONTAL DATUM SHOWN HEREON IS THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE (HAD 83). SAID BEARINGS ORIGINATED FROM SAID COORDINATE SYSTEM BY CPS OBSERVATIONS AND OBSERVATIONS OF SELECTED STATIONS IN THE NATIONAL GEODETIC SURVEY CONTINUOUSLY OPERATING REFERENCE STATION (NGS CORS) NETWORK. Sheet List Table Sheet No. Sheet Title Drawing No. 1 TITLE SHEET C000 2 TOPOGRAPHIC SURVEY SV-1 3 DEMOLITION PLAN C101 4 LAYOUT PLAN C200 5 GRADING PLAN C300 6 DRAINAGE PLAN C400 7 STORMWATER PROFILES C401 8 STORMWATER PROFILES C402 9 FLOOD ROUTING PLAN C403 10 UTILITY PLAN C500 11 SANITARY PROFILES C501 12 MAINTENANCE OF TRAFFIC PLAN C600 13 LANDSCAPE PLAN C700 14 LANDSCAPE DETAILS C701 15 SITE DETAILS C800 16 SITE DETAILS C801 17 SITE DETAILS C802 18 SITE DETAILS C803 19 SITE DETAILS C804 20 SITE DETAILS C805 21 SITE DETAILS C806 22 SITE DETAILS C807 23 SITE DETAILS C808 24 WATER NOTES AND SPECIFICATIONS C809 25 WATER NOTES AND SPECIFICATIONS C810 26 TEMPORARY STORMWATER POLLUTION PREVENTION PLAN C900 27 POST -CONSTRICTION STORMWATER POLLUTION PREVENTION PLAN C901 28 STORMWATER POLLUTION PREVENTION DETAILS C902 29 STORMWATER POLLUTION PREVENTION NOTES C903 SITE DATA: ZONING DATA: ZONING CLASSIFICATION: PARKING DATA: EXISTING, C2/R2/R3/B5 - EXISTING PARKING SPACES (PUBLIC PARKING GARAGE) PROPOSED C2 MIXED -USE ZONING DATA: ADJACENT ZONING CLASSIFICATIONS: REQUIRED PARKING = 352 SPACES NORTH C2 - MIXED -USE DISTRICT - RESTAUFANTI SPACE / 2.5 PATRON SEAT, SOUTH BI/R3 - LIGHT BUSINESS / URBAN RESIDENTIAL DISTRICT PLlli I /EMPLOYEE It 263 &37 - RETAIL M. 1 SPACE / 2e0SF 8 12,639 SF -OFFICE, GENERAL I SPACE / MSF R 31,132 SF = 142 SPACES = 63 SPACES = 125 SPACES EAST R2/R3 - SUBURBAN / URBAN RESIDENTIAL - 1O7S 2 SPACES / WIT a 11 UNITS • 22 SPACES DISTRICT WEST C2 - MIXED -USE DISTRICT PRORKI POSED PANG = 115 SPACES C2 DEVELOPMENT STANDARDS::: M- ITE PARKING SPACES OA (VAN SPACE) 05 SPACES MINIMUM FRONT YARD SETBACK, NOT APPLICABLE MINIMUM SIDE YARD SETBACK, NOT APPLICABLE - STANDARD (9'XW' MIN) OFF -SITE PARKING SPACES 103 SPACES MINIMUM REAR YARD SETBACKS NOT APPLICABLE - ON STREET (9'%23' NIA.) E%ISTING PAIXING SPACES 07 SPACES SITE DATA: - ON STREET E 237 SPACES SITE AREA' 1.948t Acres PARKM GARAGE (850 FT. AWAYS) (84,845 SQI BUILDING DATA: REQUIRE➢ BICYCLE PARKING = 15 SPACES GROSS PREP, EXISTING CO SQ .FT.) - RESTAURANT I / END W 8 8,851 SF - OF ICE, GENERAL 1 / WAN SF 8 87A 4 SF (2 MIN.) = 4A SPACES = 8.7 SPACES PROPSOSED GROSS FLOOR AREA (67,574 SQ. FT.) - RETAIL 1 / Was SF a 4,W4 V (2 MIN.) 2.0 SPACES - MIXED -USE BUILDINGS 55,958 SQFT• - TOWNHOFES <TBD) t11,616 SOFT. PROPOSED BICYCLE PARKING = 16 SPACES LOT COVERAGE TOTAL LOT IMPERVIOUS COVERAGE' 78,039 SQFT. (92.OY.) ADDITIONAL CITY OF CARMEL NOTES: 1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPT. OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPT. OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPT. CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK AND TO RENEW THE ALITHORTFY OF THE DEPT. AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. CARMEL REQUIRES ALL PAVING BE DONE IN ONE SEASON. 3. NEW CONCRETE CURBS IN RIGHT-OF-WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARDS DETAILS. COORDINATE ALL WORK IN RIGHT-OF-WAY WITH THE CITY ENGINEERING DEPT. CONTRACTOR TO VERIFY IF THERE IS AN EXISTING UNDERDRAIN (SSD) UNDER THE CURB ALONG CITY CENTER DRIVE IF THERE IS AN EXISTING SSD; CONTRACTOR TO INSTALL SSD AND RECONNECT. 4. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLEITON OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO START OF CONSTRUCTION TO DOCUMENT EXISTING CONDITION OF THE RIGHT-OF-WAY. 5. ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. 6. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT-OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL BY THE CITY. OPERATING AUTHORITY CITY OF CARMEL 0 0 Wo ix a z 0 N W cc q I'•I a ed 3 Imo. ai U o N n O d e 2 go LU 0 U F ZW W N d D M on 0 a WXoto �_I="t 002Za W10 U�WZZ W Z W M W LU N VZ �U IM a OIM J m anaa x n V a W o UW B N J F H � ~ W :Y4�,G\STERfp� .sib modd. No. PEI1800753 ran z �ma 5 Qoaa ¢ STATE OF '� a 6/DIANp •'/Fc": A. DRAWING NO.: A '�� 06118g1023 SHEET 1 OF 29 B 7 6 H NORTH m�u(EjW}- Bzo. JJ (rz'rcvJ uvKNuew cory ccr/orvs NEcnrvc ro m sJuar uo rw�ixEio�css j RV TBMj3 = 830. f 1 I� ege05 G ! ro snrc r IREs TIER u a✓ /eau ()- 824702 (,r /x .(wl= M4.6(,z' N I 8,996 (41" RCR) "I .r ( V 'i 111,(1)= Bz1JJ 0?° ASR ' fi rDf= B1B.,, lNv(E)_ a,9.e6 ! 4. Rc) /Nv(wJ_ e11ze (a^ J \ 1 ' x 0 x 1S (z4"Rcal (afSrwARO ao 1 2 5 1 e� � d , � T ST. SE x ST ST O (Ji' PUBVC RIGHT-OF-WAYJ0]]q'P. ,\ SAN SAN 1M196g1®aM1" 5ry�" Bh9ty ; `ECorvc , 0�i rol"l croNNECrro 9•L a9 M1q' ,p q acr[ wu.r q . rulav- ?e BM1 O 11 s, 2 Bh�I $ 0],9A FENCE g32.; 0,1 F a2Biz EA as +M1 +] lNv.(rv)= as4.Ji (s' ) uNrNowN D ezJsoN(izagJ Hrvl sro dry. x cRAss 0 jcm. x M1aO � 4y4y I I 2 Cu BB �q.�i 4 hqi h1 woaoE a• � 1 °0` i 0ary ]1 mnf Na ORArEvs BUiIXInG 000 Na IARx " CURB `� ya oR.v lN[Er T1 lrz'Urvlcr+ x0]]5] xlkh" ______Jx rNv(I= Bz'�' (e�BRec)`. yo E rnv(I-'1 (b� I j _ rANN ,(W)-so.,D a) I 0h Jb RCP( E[)c5 sNows'B[lND r2 c) I .�," I CI Ru r�r .., . A x0Y 5 1 4 1 3 UTILITY NOTE THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. INDIANA 811 ONE -CALL PUBLIC UTILITY LOCATE SERVICE TICKET NUMBERS 2208245464, 2208245521, 2205245564, 2208245576, 2208245601, 2208245623, 2208245650, 2208245747, 2208245771, AND 2208245813 WERE ISSUED FOR THIS SITE. PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, AND SANITARY SEWER. ANY CONFUCTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER AND THE APPROPRIATE AUTHORITIES. 57 H G O w 6 2 a O VICINITY MAP QfpA8l9.J1 /Nv(EJ= eJa.az (e- Irv) uNxNa7 (12N Cnav ]q?yo 00 s%wr 0 NOT TO SCALE r n � i raen) —s, (u' G q1 I 0 0" try W W W W e W I B"0 i B e0a0iy`h map" �1:a �q50 a° °� 1 M1 B 10 / ASRNA[r h 5 4 (srArva/+e wA/ER No RiRts wsie[E) Survey Cert�cation STD 1` I, the undersi d, here certify that to the best of professional knowledge and belief "0 05 gn represents by Y mY sta 9e a0 Be the within plat ti topographic survey of the real fate shown or and/or hereon. Rt� ]06 Bap 0"0']h Ba The lure, size and location of utilities shown r this plat are per plane and/or locations off-E 0" provided by the respective utility companies or their representatives together with field observation as further noted hereon. The topographic data was gathered using standard �1 0 F 039q+ 0 ]9 0] 09 ¢ 1 Ba/N uw radial surveying techniques with n electronic total station and data collector and/or using a hCS _ q a[ A p° : "o o Global Poskioning System (GPS). Contour are plotted based upon interpolation of -pot ]qb y] 0 0 a1A01 Ory3 lev I ns shown hereon and am accurate to generally ithin one half contour interval. The ~ V rvAN qe o° o] o 1 rO a field work for this s a rforrned on September 22, 202.2. 3�y 14+ 0a 0 By IB" gyp. Iw� 00p01 survey was perNG The us r of this topographic survey is cautions to consider that all natural surfaces a V oo+ I�.,y Bro aubjecteto vertical ,;Tent due to the effects of environmental and mechanical factors o Z F -w0"' �tth1 BBc°' soil properties. The ospot elevations and the interpolated contour lines depicted hereon am 4a Depresentative of the surface of the site ona r the date(.) the field vey was p.,arm.d. Changes in surface elevations varying up to 0.5 feet after the date of the survey may be n possible without any oW.u. visible indications. Therefore. it is recommended that the surface f� V x : VTBM�1 = 84248 elevation. of this site be ver'died prior to c etruction and that any significant discrepancies to C 0� 00q x0"B ASFvsa[r be reported to the engineer for evaluation. The surveyor is not responsible for estimating o I I O as j I z-surer 0"0`� aewunting for any vertical vananeee caused by such environmental or mechanical inf ueneear \ O E � a", 1 BUIIXINGE 2 � U T7 n 8 IYI 1 '� C �` 01 J\ \\ I 0a 1 0 9 / G J \ T 1 , �\ (1 J�..un.'.'„O,"\ ii ui W C rrAlR \ �.i�{\P�c15Tfq�0'�✓p Tyler J. Thompson ii N0.f'y 1 1 y n 14 al oq Br° Registered Land Surveyor No. LS21400G08 214Nia�/� 606 ' r October 28, 2022 1 0"+,tthompsonmcecinc.cOm, STG B�\ e° 2 v9" prepared by Tyler J. ThomPaon '��O"+;Ni- BJ144r " ° " a°De arri m. sneer the me- far So pen- perjury, that I have taken t nobe care to redact each Social Security u ber is in this document, unless required by law. Tyler J. Thompson W O E LLI \\I 2 A—00TBM#2: CUT 'X' ON THE NORTHWEST BOLT OF A HYDRANT LOCATED IN THE G G ./ SOUTHEAST QUADRANT OF THE INTERSECTION OF SUPPLY ST. AND 1ST AVE. SE LU LU 01 h9j1 ABP 9�1 B�]al 6` B]"?0 , f2'ALLEY 00"x 01 __11-µ' Aggx K'- 0�w' \O x0]q\K' EDGE of.4fmA[i' bq /A 0"EUIEV. - 844.88 GC I I el D 0M109 i z li I �� \ I a]ae - _ s ' °"10 TBM 3: CUT 'X' ON TOP OF A CURB INLET LOCATED IN THE NORTHEAST d d Q Bh I i r 0]a' GRASS qa qo- q5 q1 y1 A Bp0' 0"+�+ QUADRANT OF THE INTERSECTION OF RANGEUNE RD. AND 1ST ST. SE. O O 0�"1x0"+I ELEV. = 830.11 LU LU Q 2 / Mro "q ' 09 5� fifi OByO RARN \ sAAP50a UGC �x� fix" ]9 I x 0"+ a"+ �! LLl Q_ /% eQr 3 a010 0 0]y'" LU LU o 'S I �' >5� x]ae0;xi �)y' oy`�h1�00"]11e]'1 wA[t Bx •�'I^ 1 LEGEND: Q Q W J Z I1' EXISTING PROPERTY LINE J W 'W 1 070 B00 1i yq T eurC[ "5 /hy1 Q J -------- 870------- EXISTING INDEX CONTOUR U Y Z W W U I�ya T cRAss Ba ° mvERm 11' I -------- 871-------- EXISTING INTERMEDIATE CONTOUR L) Q = IV 5 9h iy0 ® 0]q' a"+ roRCN �� W V m ]M1 0 IB]°' EXISTING CHAINUNK FENCE LINELU O G. C. By h J gM1gy9 j 1 y1. ?' / 9 9, I \ 0 'j RaLPWO nEG r 0] 0A+ 9� Sax+ b Z oo o Q sq ] Brye�q pi h5 I \ 0 q]' +` 0"+0� � � EXISTING IRON FENCE LINE m N 5 \ a" �Pe"° ?°> R"' (� �gns]g0x� °� Q C)� EXISTING GAURDRAIL O J 0 I h C sroRw wArv//aE j \\ 03a 0`'B 3 I 0a S / D W EXISTING WATER LINE r' W V 2 rGR_ 818 8(UO GrUCRJ I x hatr 5$ Ba 4 0] �[ x& a' m i +0 x II le' [n 0]]09q y;J � --= 9 e �0 0�6° x: 1+] 0]1 �h 0 / �z�� No RARxi � 4 0° 6"y ]] T EXISTING UNDERGROUND TELEPHONE \ lNv(N1_8,9.9e (J6'RCl `r I SAN I 6 +I h°+_____________________________., e] 0]1 II 1q it 2 h ap FO EXISTING FIBER OPTIC LINE V N 0 x OBI' 0]. J'Jt a ;b 0 1+1 _j Q ,nla] e r B °t-- Gn+ES[ ]5 J 0" ? h a UG-E EXISTING UNDERGROUND ELECTRIC J U sanrr' uwNaE �'ti� cpvNEc 0° I I xu51 T h Ba 5° � I I .4 J GRA88 igpl_ a" 6 q.+ I g]' 6 y r�iR\\ .1. �0 OH-W EXISTING OVERHEAD LINES R/v(El= 8136� (4' NI Bry00 j ] ix a] fi?1yM1 0] 11 / S9 /Nv(N)- Bza.Jz (B' uc 1 0M1 I 9 I F\ �I li 09" 9"x I 0]epi s�' -' 09 ]a h ay SAN EXISTING SANITARY SEWER LINE II ry x,1q I �a� I ; O II(0] : ' X,O+° II rya x 0"+ 0"+ q 0 ?h 11 01 CS EXISTING COMBO SEWER LINE ' F y ASRNur m ms a4a�'60`b m 1 �r ; r �,�9] ST EXISTING STORM SEWER LINE () r n Q gM10 0ry9"y'o 9] ro '� An 0Rs 0 fi 9 - y 19 BI;+ C EXISTING GAS LINE 6^ 6+ EXISTING TREE LINE 6 y i0ry09fi /\, asvBa[ N x 0 TBM } 11 5 q W 9x # jr( —r ❑ET ELEC. LIGHT POLE, PULL BOX, POWER POLE, UTIUIY cuRe c cu e I j t T 0°06 E 9 ,s' W xa� i fi fi e"+aM1 A��Nur POLE, GUY WIRE, ELEC. TRANSFORMER � .. H' 9 R NaNc ItiwABsj x3 I T 0'r A. vrutr 051h 0 a]_W 65 0"+ a" 6c GAS VALVE, GAS METER, GAS LINE MARKER D m b 14M1 I 01 hh I Oa ' 0� OH �' 0� rypi M1� f0 m Bh°ly] ]+ 05 i h 1 Ewx16a 0° i 2 0+ 1" 10 ®� g tl Q WATER MANHOLE IRRIGATION CONTROL BOX WATER TM WATER METER, 3 w ` M1 ' S� Il xy W W 1 16. 0- 9"+ '^ FIRE HYDRANT, �N VALVE, FIRE DEPT. CONNECTION, WATER VALVE V pI M I 05 t 00 0H' OH' I Bcy] o x 0] yr x]0. ' 1 a"' 1h 0"+ OE ELECTRIC MANHOLE, TELEPHONE PEDESTAL, CABLE PEDESTAL, +a x M1 I q C 1 FIBER OPTIC PULLBOX a x0� ,,a0, BEEHIVE INLET, CURB INLET, RECESSED CURB INLET, DOWNSPOUT, ---------------------------839-------� ; 90 q0 OB ]] Bp+"?' 0° 0" BctiO SQUARE STORM INLET, CIRCULAR STORM INLET, DRAINAGE MANHOLE m - M1 . 0g" 1 a 0 O 5 C (S l r r I ap9 5"+ 0°+ O O UNKNOWN MANHOLE, CLEANOUT, SANITARY MANHOLE, COMBINATION MANHOLE ry 8 °' sr� � ]" li ,,�5 I 10 � OH.W _ �o--B40.____________.Bror �_ r M1h x Bhq' I ayxi x05+' i%" I K aSVJ[a[r 0] !/x 9�q'r\+0°OB` 0'0 0� "p'B SUPPL YST. 918p1,' V0°+9 rrne_ J.1a ® J W x 1 ��w0- uv(sw)_ BJa.Gx (6• vCPJ 7J ® • MAIL BOX, SIGN, AIR COND., ADA SYMBOL, BOLLARD 0. 0 1 T q+�' 1 OH'W .,� +'x0"O' p°+ a JO' PUBLIC RIGHT-OF-WAYx_ ASNu[r hh 0 r \ / 000 B h° By. ( 1 y" ( rNwARDnowJ ® T ® PARKING METER, TRAFFIC POLE, TRAFFIC MANHOLE, U 'p aq 10"'+Bfil 0] i I a 1 1] 9M1 91 0' 0"+ a°+ n, x ~ 03"fat, 0p0. B"o $p. BA+ 0 p" hy" ® DECIDUOUS TREE, CONIFEROUS TREE. BUSH �w Ssry Be +9 y5 a0" 0" ry 10 ea"`' / a, ea h1 .j i n x Jo81.4o EXISTING SPOT ELEVATION y /' TBM�f2 - 844.88 w h A a0i:9� 90°05 "T+q I q DRAWING NO.: ¢ ¢ ¢ A SCALE IN FEET 71 I ' ' TOPO Knowwhat§ below. 0 20' 40 �Bll beforeyou dig. SHEET 1 OF 1 B 7 6 5 4 3 2 1 H I NORTH I OLD T0MN ACOULSTDOWS� LLC ARCEL NO. 002i1 16-09-15-16-02-01Q 1ST COORDINATE INSTALL16WIRP1196 WITH CARMEL ENGINEERING DEPP STD SAN �Srii CARMEL REDEVELOPMENT QwM/SS/ON PARCEL NO. 16-09-25-16-0Yi "..000 F — _— GRAAEZPARM AEDEYELOPMENT COMMISS/O . 1 25�-16-03-005.801 I I I I I E apvrp� LLCI I PARCEL NO. 16-09-25-m6 aY-0105.6010 I CARAFE COMM/SS/0N PARCEL NO. 16-09-25RE-16-03-006:000 — — �CARMEL REDEYELOPA/EM PARCEL NO. 16-09-25-16-03-005801 — — 0W9ECFEDEVa5PMENT COMM/SS/ON PARCEL NO. 007.000 / AA OES/CAI CENTER, C P NO. 1 09-25-J6-03-OD7. I I �GWM�OPMENT COMM/SS/ON PARCEL NO. 16-09-25-16-0.T-007.801 ANONAN DESIGN CENTER, UC PARCEL NO. 16-09-25-16-03-007.001 CITY OF CAMEL C/7Y OF CARMEL V 104 108 112 TOWNHOMES 7-UNITS FFE = 842.25 116 120 124 128 I ADDITIONAL CITYIOF CARMEL NOTES: I GENERAL NOTES: 1. CONTRACTOR S L PROTECT THE EXISTING CITY DUAL DUCT BANK N 1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND THE RIGHT —OF— W V. IN THE EVENT OF CONFLICT WITH THE PROP ED ILLUSTRATIVE IN NATURE. IT IS THE RESPONSIBILTIY OF THE CONTRACTOR TO IMPROVEMENTS, R OCATION OF THE DUAL DUCT BANK AND ALL EXAMINE THE SITE AND BE FAMIUAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING ASSOCIATED/APPU NAM/ANCILLARY ITEMS SHALL BE THE SOLE EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE RESPONSIBILITY 0 THE DEVELOPER SUBJECT TO REVIEW AND APPR VAL CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. BY THE CITY. I 2. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FECAUI, STATE AND LOCAL R THE TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. R IS THE SOLE RESPONSIBILIN OF THE CONTRACTOR AND SUBCONTRACTORS TO INITIATE, p I E7LUE&RO PARK PRCPEMXSE U PARCEL NO. 16-10-30-03-02-005000 — — MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S REPRESENTATIVE FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE I COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL — — APPUCABLE PERMITS, AND PAY ALL REQUIRED FEES PRIOR TO BEGINNING WORK. IT V 6 Z O w N a > W y- W SHALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE LATEST 3 REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT. 6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PUN SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT. 7. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE --—CONTRACTOR JEDEITRAN SHALL VERIFY ALL CROSSINGS, BY EXCAVATION WHERE NECESSARY.AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT NOTIFIED OF DESIGNCONFLICTS PRIOR TO CONSTRUCTION. DE I GENERAL SITE LAYOUT NOTES: SE ENT T _ I 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS C) C4MRSE14 ROSEW G PARCEL NO. 16-10-30-03-02-OL6:000 GEASCOCK, W/LLLAM D JR B REBECCA H&W PARCEL NO. 16-1 0 -30-03-02-008.000 IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. H y 2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING w O fA N y UTILITIES, INCLUDING IRRIGATION LINES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES AS INDICATED, OR AS NECESSARY FOR CONSTRUCTION. L��CC6 I 3. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. O a INSTALL ALL UTILITIES, INCLUDING IRRIGATION SLEEVING, PRIOR TO NSTALLATION OF PAVED SURFACES. S I O W 4 SITE RK CON RETE K SHALL HAVE A O(4,000 OM FINISH AND SSHALL S RFACES. \ U E ALL SITE WORK CONCRETE BE CLASS APSI O 28 DAYS) UNLESS OTHERWISE NOTED. 1 C ILy� E. ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM THE 11 y C7 GG C CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE. 1 d n n 6. SITE DIMENSIONS SHOWN ARE TO THE FACE OF CURB, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. WIN Y1 }Oi 7. CONTRACTOR SHALL MAINTAIN ONE SET OF AS -BUILT / RECORD DRAWINGS U4 i n ON THE DOB SITE DURING FOR TO THE OWNER M 't N COMPLETION.NTION AND/OR OWNERS REPRESENTATIVEUUPOON t B. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND W Q LOCATIONS OF UTILITY SERVICE ENTRY LOCATIONS AND PRECISE BUILDING DIMENSIONS. al 9. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE CONSTRUCTION IN ACCORDANCE WITH THE CITY OF CARMEL. NO CHANGES O H TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE WRITTEN APPROVAL OF THE �4 ENGINEER. CHANGES MADE TO THE SITE LAYOUT WITHOUT APPROVAL IS (� SOLELY THE RESPONSIBIUTY OF THE CONTRACTOR. CHANGES INCLUDE BUT ARE NOT UNITED TO, INCREASED IMPERVIOUS PAVEMENT, ADDITION / DELETION OF PARKING SPACES, MOVEMENT OF CURB LINES, CHANGES TO DRAINAGE STRUCTURES AND PATTERNS. LANDSCAPING. ETC. 10. ALL PAVEMENT MARKINGS WITHIN THE PUBUC RIGHT-OF-WAY TO FOLLOW INDOT SPECIFICATIONS. — — — — - SITE LEGEND: Z PROPOSED LIGHT DUTY PAVEMENT W UCj N PROPOSED HEAR DUTY PAVEMENT G = 0 N EL Q PROPOSED CONCRETE PAVEMENT O 0 O PROPOSED RIGHT-OF-WAY PAVEMENT ® W X�CCIt > Z PROPOSED ADA PARKING SYMBOL, PARKING o g BUMPER, SIGN, DETECTABLE WARNING STRIP LLI Q LLI LLI Z Z PROPOSED SITE KEY NOTES: 0 a Q J DUTY ASPWLT PAVEMENT: SEE OETNL 218 ON SHEET 0801. OMCNT B HEAVY DUTY ASPHALT PAVEMENT: BEE DETAIL 217 ON SHEET C801. O O V Z /M� OC CONCRETE SIDI W SEE CAMEL M. DRAWING 10-18, SHT. MO. _ LL LLI & —C SEE CAMEL M. ORAMNGS 10-18, 10-19 & 10-16 ON cc Lu> OCURB SH SHEET MO. W. W Z M OE STRAIGHT CONCRETE CURB: SEE CARMEL M. O WING 10-18. SHT. MO. LLLu OCO.—NCCUM & GUTTER; SEE CARMEL STD. DMWINGS 10-14 & 10-28, G yA G Lu cc O DEPRESSED CONCRETE CURB & GUTTER; SEE CAMEL M. DRWWING 10-23, O O CITY OF 10-9. SHT. T-01 YMY PVMT. LOCAL STREET. SEE CARMEL STD. C UZ rV OI CONCRETE PAVEMENT. SEE MAL 208 ON SHT. MD. QM OADA PARKING, SEE DETAILS 213, 214, & 215 ON SHT. CW1 M O ccOK 4- WHITE PANTED STRIPE, TYPICAL J OFELL DEPTH SAWCUT - PATH &STREET REPAIR. SEE DETAL CAMEL STD. NUMNO 10-11 SHT. —D. O DETECT D WARNING VMS, SEE DUAL 211 ON SHT. Ml. ON WHITE MERMO PVSTIC STRIPING OO BICYCLE PMIWG/STORAGE INTERWL TO BUILDING: SEE ARCHRECTU A PUNS (7 In N m = L O ONE-WAY 0fl1— PEPPQIDIWWiY CURB AMP; SEE DETAL 211 ON SHEET CB01. O TRASH & SWITCH GEAR ENCLOSURE, SEE NtC1111ECNML PEWS OSTEP(S) (1YP—); SEE DETAL 219 ON SHEET C802; SEE GRADING PLED SHT. C300. CUNCI E CUM ISIPND; SEE GRADING PLED SHT. C300; SEE CARREL M. OS OWWING 10-16 SHT. C800; MODIFY TO CIP CONCRETE MR COMPLETE ISIAND AS SHOWN. O CON01= RAMP; SEE GRADING PVJi SHT. C300; SEE DUAL ON SHEET U01. OBICYCLE PARKING; SEE OETAL 223A & 2238 ON SHEET DE02. ? 5 m OV HAF TREE GRATE; SEE DETAIL 2U ON SHEET C803. CL 3 U OCOMMERCIAL DRIVEWAY: SEE GRADING fl SHT. C300: SEE CAMEL STD. ORAWING 10-22 SW. MO. SC07T, ,KHAN D 7RU57EE OF JONN D SCO77UHNC TRUST ♦vri4•::>�,.. PARCEL Na 16-10-JO-03-02-002 F 1 I � SCALE IN FEET Knew wears DeIOW. CaIIDBfomyou 0 20 40 H G F E B O g ��rc;G\STERF Si� No. PEI1800753 $ 5 Qoa� ¢ STATE OF '� a D/DIANp •'A�": SS%ONAIE 'o`d�` DRAWING NO.: A C200 I � 06128g2023 SHEET 4 OF 29 GENERAL GRADING NOTES: 1. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION CONTROL MEASURES PREPARED FOR THIS PROJECT. H 2. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND H STOCKPIUNG TOPSOIL. MASS GRADING. EXCAVATION, FILLING, UNDER CUT I I I I I I I AND REPLACEMENT. IF REQUIRED. AND COMPACTION. 3. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SURABLE MATERlA1 AND NORTH I I I I I I COMPACT AS RECOMMENDED BY THE CEOTECHNICAL ENGINEER. 4. PLACE TOPSOIL OVER THE SUBGRADE OF UNPAVED, DISTURBED AREAS TO A DEPTH INDICATED ON THE LANDSCAPE PLANS (8" MINIMUM). PAVEMENT SLOPES ACROSS ACCESSIBLE PARKING STALLS AND ADJOINING ACCESS O AISLES SHALL BE MAXIMUM 2%. V 5. ALL SLOPES SHALL BE 3:1 (HORIZONTAL:VERTICAL) MAXIMUM UNLESS NOTED R a CITY OF CARMEL I CRY OF GIRMEL I COMM I I OTHERWISE. - I RE7 EYELOPA/ENJ I REDEVELOPMENT I &ZAE&RO PARK I z¢ 828.65 ME 828.65 ME ASTA7`�A7 REAL COMMISSION COUMS9/ON PROPER77E$ LLC 6. ALL AREAS NOT PAVED SHALL BE STABIUZED IN ACCORDANCE WITH THE O w FARCE, M2LLC EROSION CONTROL PLAN, UNLESS NOD OTHERWISE. 0, OLD TOINV PARCEL AQ PARCEL NO. PARCEL NO. PARCEL NO. ACOI/LS/1/ONS LLC I 16-f0-30-03-Of-am..LW - - - 16-10.30-03-01-008000 1B-f0-30-03-Of-007.000 16-10-30.03-02-0050010 7, ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE LU RARCQ /VO. OOOJI e _ _ _ - - - - 16-09-15-16-02-01Q - 28'99 _ - - - ilk - � � � � \ CONTRACTOR UNLESS OTHERWISE DESIGNATED SMALL BE REMOVED O H E 829.. M.IIA:a`o CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL COST TO THE G - - - - - c'lOINf'TB-BIRO" f ce`1`q OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT G >ST ST. SE DIRT AR6 I W W \ W �� W W REQUIREMENTS. 29.21 ME I RO�J11N CONTRACTOR TO I _ _ \ \ � (J3' Pt MCf/T-OF-IMIn '829.26 j� - - M 0i COOR TE FINAL LOCATION. \ \ 8. CONTRACTOR SHALL PERPETUATE ALL DRAINS AND TILES ENCOUNTERED 829. 829.45 ME / _ - "1 - T - -- - - - 8291 _ gME OR DURING CONSTRUCTION. COORDINATE WITH ENGINEER OF RECORD 831.38 \ pp I REGARDING THE CONNECTION TO THE PROPOSED STORM SEWER SYSTEM. ST ® ST 829.15 9.95 TR_829.92=831.85 BS 832.15_ \ 832JS2 833.5]� 835.74. -83822 836.9s 83753 4 SAN 5 SAN- 831.61 fi5 _ _ S7 9. STORM STRUCTURES RECEIVING SUB -SURFACE DRAINS (SSD) SHALL HAVE 828.82 BOTH ONNECTIONS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT • 83255 8x.00 - , , f• (_� ALLOWED. "'- �82&62 f6 n 30.33.' a 832 05 833.50 ° 8x.12 ° • ° � 83834 7 ] � - - - - -T I'828.43 ME / 1 _5- - H E I 10. ALL STORM SEWERS LOCATED WITHIN THE PUBLIC RIGHT OF WAY SHALL BE -- 0 65 %° /� I OWNED AND MAINTAINED BY THE CITY OF CARMEL AND WILL REMAIN PUBLIC 3 63aes - - - D �I 832. 832.82 i UD 8 a 8x.30` / 1 Bx.]4 I/ 88 { 833.80 836.W gg 11. ALL STORM SEWERS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL 829.28 - fm 837.39 / - 833.84 •- BE PRIVATE. 830.38 832� � 83481 � 833.14 : 8 CARMEL REDEVELOPMENT 2 I I a„ 8303 /� / 83422 8W.72 / >`' / /j j04 842.251FF 1 I Cs COMMISSION e` I I e33.]z g}zgg 4o.is Bs ADDITIONAL CITY OF CARMEL NOTES: PARCEL NO. II ° G G 3 / 837.10 837.5z I"I a 834.98 '. I I 1 - 1. ST EARTH RMANAING NTTNNY MAY COMMENCE WITHOUT AN APPROVED 16-09-25-76-aY-005.000 I I II I / g}e,g0 // I I I SfORMWATER MANAGEMENT PERMIT. N 82H 4] i --M BA I m"' SA I IA y / 83&15 .4B 2. THE MINIMUM FLOOD PROTECTION GRADE (MFPG) SHALL BE THE HIGHEST e F 828.]a •° '� I /83].85 OF 2-FEET ABOVE MAJOR FLOOD SOURCE OR MAJOR FLOOD ROUTE; z F I eaTss t` - 829.3 I `P < I N 8x.01 $ I W 84225 1 I 1-FOOT ABOVE THE LOCAL FLOOD SOURCE. THE MINIMUM LOWEST (m IUO ADJACENT GRADE (MLAG) SHALL BE THE HIGHEST OF 2-FEET ABOVE _ CAR REDEVELOPMEM O 0 JIO / ].85 40,75 B5, I MAJOR FLOOD SOURCE OR MAJOR FLOOD ROUTE; 2-FEET ABOVE THE R 0 Z I Bx.51 835.14 836.25 / &T7.1J 83].85 pO COMMISSION &T3.82 $ 8x.01- -Bx.94 I 835.75 838.8] SPILLWAY ELEVATION OF THE DETENTION FACILITY; 1-FOOT ABOVE THE W 6 e PARCEL NO. I m - LOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE. I 00 C O 16-09-25-16-O3-0R5.B01 I I I I` - I I N I Bx.83 835.52 I 838.33 \ 831.21 1 84225 FF '59 GAMPDELL, RoeERT G 3. PER THE CITY OF CARMEL STORMWATER TECHNICAL STANDARD MANUAL \ V y n Eo x.85 I 834.13 835.02 I 835.83 \ 836.]1 V37.65 PARCEL NO. SECTION 102.02 XI ALL STORM SEWERS WILL BE PRIVATE. �6:C I I 16-10-30-03-02-000 1 '� 112 S 1 4. PROPERTY DOES NOT UE WITHIN A FEDERALLY DESIGNATED FLOODPLAIN 1 ' G 840.75 BS ACCORDING TO FIRM MAP PANEL NUMBER 18057CO205G DATED I j A 837.77 I I n/19/zo14. O r o I S. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN 1 p n 83&b \7-lJK1ITS I I SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL.65 1 N Y1 / 82895 837.90 FFE� = 842.25 I APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED 834w / \ `5 .. I DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES ORDIFFICULTY AND WILL REQUIRE FIEL MIS 116 842.25 a35 B5� I APPROVAL FROMMA DESIGNA DOREPRESENTATIVE OF THE (OR CITY OFD DCARMEL i4 fA M 838.02 T; I I IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN p \ I / a EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A is t E I J I I 0,"AULTI-USE BL!�^;_DING y d- 4.98 - I 3 - `� \ REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE W O E PARCEL I I I' I 0� 3-$TO f 0� \ \ I° I OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED IAi 18-09-25-1B-0J-0105.BO10 Z I 828:92 / \ 83&85e] AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR p� N I \ 83&15 8+2 FT OR AT FULL f1AW CAPACITY) FFE _ �35.00 - \ ( ITY) SHALL REWIRE AS -BUILT C m 0 829.00 LL 120 I e CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING .N 00 �'\ y' \ w 941.25 es \ THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION 82B.73 I / / e - / ml2J; \\ 3 I OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPUANCE WITH V • I I I / THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. I S. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SMALL BE 834.31 83&10 - I RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE WITH PROPOSED REQUIRED / FOR ROAD PROJECTS THAT RESULT IN CONFLICT WIH PROPOSED - - GIRMEL REOEY£LOPMENT i 84225 Fi �- 40'90 - - - - DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO I I ! a ,gg 124 \ 841.25 f15 RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRES TO BE COMMISSION y I \ \ II B16 BS z g}4� / y 838.52 \ ) I RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. PARCEL NO. \I 7. ALL IXISRNG PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES 76-09 25 16 03-006.000 I _ a I I,'/ 15' W ROP ED /�1 Z EDENT ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE �CARMEL REDEI FLOPMEM / r�/4 �838.15 41•141 I PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY COMMISSION / I / / / _ __ 838.65 - -! I DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED W LU PARCEL NO / 82D.03 J.Y - a' / / r 1 BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXIUARY Cc N 16-09-25 16-03-005.801 / Ij / % / '� Ct 3 938.77 .90 128 84223 FF e_41.25 68 1 I I LANES, MULTI -USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO G N D \ / 'n / 88 I 935.15 936.17 83722 939.22 \� / \ I THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE 2 / I / 1 \ ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE Q --�Mf COMM'SE'Lf�PMENr \ I / / +85 635.05 8x.85 835.67 - 111.72 837.72 838,E `J 2 \ DEVELOPER. O 0 COMMISSION I h / C) / 834.65 837.84 ; PARCEL NO. / $ / 839.40 �' I J W O 007.000 11 / O TI` I ° • a3&90 --� I �I I I 8. DAMAGE TO THE EXISTING RIGHT-OF-WAY SILLLL BE RESTORED/REPAIRED W X Cc •q ax. •ex.4} --0 ( I TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. > Z Lj° 841.56 I THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WTH LLI Q 1 34.98 Y�98 -a "l' %° I THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE W ` Lu EIVAES/ON CENTER, C I I .85 T8 ) Fy/EXISTING CONDITION OF THE RIGHT-OF-WAY.ZZO.829.83 B8.5.05 1-16-Oi-007. I I W 82B.]3 34.98 (f r < 834.55 93s.88 ex.]e/ 838.10 - - I 9. ALL PAYING WITHIN HE EXISTING AND PROPOSED CITY RIGHT-OF-WAY J Q a J 2 �4'� 83970- - 841.83 4 SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LLI Z U - ex ss O ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF I I ENGINEERING TO SCHEDULE A PR_ CONSTRUCTION MEETING TO RENEW J v Z 134 ea3.20 FF f THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION C� Z LL 83+.35 l �� .a.�/ eat 70 88 ) REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE IJJ > Q J OPMEM I pp' I .I I \ �3f / I Q WORK AND TO RENEW THE AUTHORITY OF THE DEPARTMENT AS IT - PARCEL NO. I I 1' _ I Ic1 3 / I RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. W Z_ W cc W 76-09-25-16-03-007.801 D U 834.55 123& GLASCOCK, WILLLAM D JR B 829.06 i. 8A320'FF REBECC4 HOW CC r I I 839.95 / 841.68 10. ALL PROPOSED CURB CUTS. CURB CUT VACATIONS, STREET CUTS, AND J U) G /NONAN DESIGN A MULTI -USE BUILD N 4.98 I gx 4S / PARCEL N0. LANE CLOSURES MUST BE SUBMITTED TO THE BOARD OF PUBUC WORKS W cc CENTER, CCC •82&]8 - I L I 3-STORY / - ---_ -. I \,a - r"� 16-JO-30-03-02-008.000 AND SAFETY FOR APPROVAL. ♦1t E:) PARCEL NO. 5 - I 1 1, II`= O Z .\, C - '� 1 Wvl ro .70 641.7D BB 1 CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL K N THE T n 76-09-25-16-03-007.0D1 I � ._ _ - FFF_ - 835.00 I ex.es m s3+�a � ® I \ � Z V • a 1. DUCT BAN I m8395B TOW vHOMES RIGHT-OF-WAY. WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED V IMPROVEMENTS, IN OF THE DUAL DUCT BANK AND ALL Q l • I - c1 3 I I UNIT$ I I ASSOCIAD/APPURTENANT/ANCILLARY ITEMS SWLLL BE THE SOLE 0 I 835.30 838.64 1 837.83 / AO. RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL . II • - -a ' ,�/ - I 83'.14 I 83]ws� 838.88 83930 L- I M.,�, GARMEZ REDEY£COPMENT I 8a2z9esg II N ° - < - {I II I� II a • .3 E80CITY. esm839.32 839.95 142 BYTHLEGEND: 1e.20 BS 1.50 PROPoSED INDEX CONTOURg}871 es °N &T6.8ee &37.]a eCOMM/sSm PARCEL NO. J m x 798 PROPOSED INTERMEDIATE COMOUR V 0- 16-09-25-16-03-00&001 / 84310 FF I 1.98 y .� ,_ PROPOSED DRAINAGE SWALE y m G a}7.1s. 'I 9}938 839.71 9}9ss ------ .. .. 83].80 - -- - - - - PROPOSED GRADE BREAK O /NLYAAN DESIGN l'• -.a L 1835.83 - 840.2O__J 842.0 BS CENTER, LLC I I 830.10 d3480 a 834.55 1' 835T1383g 5] -j ®) 840� �2,� 7 PROPOSED STORM SEWER UNE g PARCEL NO. I -- Bx.83 834.05 838.07 837.39 B}].9} 838.41. 839.03 84027 840.70 / I 841. 52 E 16-09-75-16-03-008.000 I gyg,gl • / 839.T/ 840.20 \ UD PROPOSED UNDERDRAIN x.]9 83]91 I ... 839.99 840.I0' 841.02 \ 841.99 842.E a BJ J 3y &T4.98 7 °r B3 840.80 841.53 G a}g,87 839.9I x-766.9D PROPOSED SPOT ELEVATION Z \. 4EI413] OW B &35 - PROPoSED CURB SPOT ELEVATION; TOP OF CURB 830.80 Iry`y 3 4 0 83 g3/ 836 83432-g57 ^.. 538 /� 839 840W.04--g}g,]0 ---- _ 840.08 gI0_46ti:, \ 841.e9 x1.e2 ' ON TOP, GUTTER ELEVATION ON BOTTOM d 3 U _ _ 841.02 830.63.80 841.90841.32 ABBREVIATIONS: (} o - - 830.13 830.3p Bx.81 831. 8 1 939.92 J 841'40 41 A2 ME I TC = TOP OF CURB Z ay 830.47 839A2 8/0.31 1841.99 ME BC =BOTTOM OF CURB g a: % / 810.35 No.53 TW = TOP OF WALL 1py - - - 824ME1 n a, - BW = BOTTOM OF WALL Q H 82130.47 _ m "� lAl ME 842.05 ME TR >• TOP OF RAMP fi /NONAN DES/GN 8: O.SB ��-832. 835.18 �1 837�2] 810.00 ME 84011 ME ^810.T1 ME- _ �841.02 ME- _ Q - - - - - - - ME MEIR POAT�CHMOF IXISTINC P 0 j CEN7EYZ LLC / 83- - - - B38.12 ME - /�� PARCEL NO. I 83&97 ,., 931.06 �� 16-09-25-16-03-0109.0001 LV= LAURA L JEnW7/K, 2ALYL4RY A h AMBER FIRW EATON, RO6YN A' ANI� RODERER JARS / SC07T, ,/a/N D 7RUSIEE OF 43.0_TI PARCEL NO. 16-10�30-O3-Of-015.000 PARCEL NO. 16-10-JO-03-01-OIJ.000 PARCEL NO. 16-lO-30-03-07-01A000 JONN D SCO77LMNC TRUST o 'OpS P J' CONTRACTOR CI INSTALL NEW j PARCEL Na I6-10-30.03-02- (% �``Oi.••"'•"'.US°: 1 r WALK AS SPECIFIED; VERIFY I / Z ` V�, �G\STEgF'•.,�i�� °z m POSTING ELEVATIONS IN FIELD yyo�� - • - S PRIOR TO INSTPLlATION Ili I �832 I I / /j I I I I I STATE OF 1 e ¢ o a a w A / I I I I / '•?d°• 9/DIANP : �` DRAWING NO.: o < A C300 ME ME I I ' SCALE IN FEET "!;10NALF- I 1 1 191Dw9m91s6elow. " Call before ud 0 20 40 1�j®�106182013 9FEET 5 OF 29 G NORTH C'"LZ T099J ACIX//SR10AC� LLC PARCEL NO. OOWI 16-09-25-16-02-025. >ST ST. SE (JJ' PlA9L.0 Rw7/T-OF-M4Yi HQ 2 0 CARMLZ RfZOFIaOPMEVr COWM/SwON PARCEL NO. 16-09-25-16-OJ-005000 E I 1NONN4 DESIGN CENTER, LLC PARCEL NO. 16-09-25-16-03-005600 CARMEL REDEIELOPAIENr COMMISSION PARCEL NO. 16-09-25-16-03-0060100 CARMEL REOEVELOPMENf COMMISSION D PARCEL NO. 16-09-25-16-03-005.601 EVT PARCEL NO 03 LN77.000 DESIGN CENTER C L NO. 1 09-25-16-QT-007. CARMEL REDEV 20FIVENT q COMM V. N PARA PARCEL O. f6-09-25-16-03-007.601 y C IN0NN4 DESIGN CEVIER LLC PARCEL Not l' 16-09-25-16-OJ-007.001 CARMEL REOEI£LOPMENr— COMM/SS/ON PARCEL NO. 16-09-25-16-03-006001 #VONAA DESIGN CEMW, LLC PARCEL AIR 16-09-25- 16-OJ-008 000 IND" DESIGN CENTER, UC PARCEL NO. CONNECT], 61.1.'�VICE N is NECTION POINT m ,J ,FINAL LOG ON � J MAN .rrrrrJ �J�lJlrlrrss��✓r��✓r��r �.F.rrrrrrJ r�.rilM+r� 41uCA 0 HR 104 Itl' 21 A Pit! _,1.�_ ,_' •,''F' e+ , �Illllillllllp%i//./L'' ��IIIIIIIIIIIIdILlllllllllll%%/'.A d�' _ _ _ __ �■TALI ■ � I L34 ■ ��138 TOWNHOMES 843.20 142 Iram 1 MUMWi��i��✓��N� R ®'M— ✓EOAMZ/K, ZACN4RY A & AMBER H&W I E07N, ROB YN & M/KEE RLIDERER ✓IRS PARCEL NO. 16-10-JO-03-0I-0IJ000 PARCEL NO. 16-10-JO-OJ-01-014..000 04MIFIIREU, ROBERT O PARCEL NO. 16-10-JO-OJ-02-006.000 CUSCOCK, HILL 4M1 D ✓R & REBECG H&W PARCEL NO. 16-10-30-03-02-006.000 GENERAL LANDSCAPE NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS MUSE CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL. STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS H JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. w 3. CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD V DRAWINGS ON THE JOB SITE DURING CONSTRUCTION FOR L) o DISTRIBUTION TO THE OWNER AND/OR OWNER'S REPRESENTATNE UPON COMPLETION. CC0, - Z p 4. NO CHANGES TO THE SITE LANDSCAPE LAYOUT ARE ALLOWED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. O w W 5. CONERACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS U SHOWN ON DRAWINGS. w CC S.ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT •AMERICAN ASSOCIATION OF NURSERY STOCK. ANSI Z60.1-2004•, PUBUSHED SY THE AMERICAN ASSOCIATION G OF NURSERYMAN. 7. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED. B. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS F PLANTED AT GRADE LEVEL. 9. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER o GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE p ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. TWINE OR ROPE SHALL BE REMOVED FROM AROUND CROWN OF TRUNK TO PREVENT GIRDLING OF TREE OR SHRUB. 10. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE GONTNNER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. U �. 11. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES ~ AND SHRUBS SHALL BE STAKED FOR APPROVAL BY OWNER(S). W N 12. THE LANDSCAPE CONTRACTOR SHALL REFER TO CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. v � 13. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE (1) CALENDAR YEAR FROM THE TIME OF Z ui SUBSTANTIAL COMPLETION OF PROJECT. 14. IF THERE IS A DISCREPANCY BETWEEN THE PLANS AND THE 5, 6 r PLANT SCHEDULE, THE PUNS SHALL TAKE PRECEDENCE. 15. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM 1 O m PLANTING OPERATIONS AT NO COST TO OWNER. 18. STAKES AND OR GUY WIRES SHALL BE REMOVED AFTER ONE (1) YEAR OF INSTALLATION. 17. ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING 'q �? CONSTRUCTION. ANY MATERIAL DEEMED DEAD OR UNSATISFACTORY mod• '� n BY LANDSCAPE ARCHITECT, WILL BE REPLACED EQUIVALENT IN SIZE AND SHAPE AT NO COST TO OWNER. 1 1y EO n 18. IF PUNT SPECIES SPECIFIED ARE FOUND 70 BE UNAVAILABLE OR NOT IN SUFFICIENT QUANTITIES AT TIME OF PLANTING, THE CONTRACTOR MAY SUBSTITUTE SPECIES UPON WRITTEN APPROVAL �y n BY LANDSCAPE ARCHITECT. ADDITIONAL CITY OF CARMEL NOTES: a� W 0 E W 1. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT-OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL N DUCT BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER D SUBJECT TO REVIEW AND APPROVAL BY THE CITY. V SCOTT, JONN D - ✓ONN D SCOTT LMNO l'• PARCEL NO. 16-10-J0'-0J A I SCALE IN FEET Knew wears below. Callnefomyou 0 20 40 F- zW 6Lj MCI) ? 0 M Q W XF-CC1* W W Z Z �oCL-a aoo�Z U�IjZ— wzwCCCCw MWC aNCCC UZ rV CCa O� J �f No. PE11800753 � _ y Q o M STATE '�Po'•, MDIANP :'�`�"� WING NO.: a A ""'F``nS510NA�E'o`d�s V / 00 ,r7. 0612SI2023 SHEET 13 OF 29