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Home My WebLink AboutUtility Plan pg. 1815 HORZ. SCALE: 1 =50' VERT. SCALE. 1 DELTA ANGLE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH TANGENT C1 271700• 195061 926.66 N 191035 W 920.13' 473.41 815 810 0256'13' 1950.68• 99.99' S 085640' E 99.98' 50.01' C3 034916' x: "ACTOR -TT} I 130.45 6526' C4 071120" 1960.60 245.81 S 1751'231 24172' 12111' C5 111101 1 402.31 S 272%34 E 401.61' 201.80 1 Ytat F. Gi.,:� imam -Er 1 ��:14:tN7;i431i4tL' 1 X .1. g i ll 810 F>•� -F>•tI 1 sIN 1 E1F1 LINO' 1 1 wit 1 l 2051:11:1015 WIN �I L 1 805 805 E. lid ��1 er It_ S. 35 PW 00 AOr 1 2 63 LtT OF 8 MIDI L 800 e s 1_ 1 4 FtllNrl l�IP !Wet Fi'oiW i -iF t art nr, w111�7TV F>• 14:: -J 800 795 e mr- o 795 ono aol ao ao in 6o co co m co co m oar CURVE DATA TABLE CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH TANGENT C1 271700• 195061 926.66 N 191035 W 920.13' 473.41 C2 0256'13' 1950.68• 99.99' S 085640' E 99.98' 50.01' C3 034916' 1950.68' 13048' S 1219'451 130.45 6526' C4 071120" 1960.60 245.81 S 1751'231 24172' 12111' C5 111101 1950.68' 402.31 S 272%34 E 401.61' 201.80 LINE TABLE NUMBER DIRECTION DISTANCE 1.1 N 23'4733' W 9.10' L2 S 0.116`13 E 29.81 L3 N 325619• E 12.42' 14 N 1931741 E 17.11' L5 N 0756 E 17.W L6 N 03'4003' W 3114' SANITARY STRUCTURE DATA TABLE STR. SS -1 STR. SS -2 EX. SANI. STR. INSTALL SANITARY SEWER MANHOLE VATH NEENAH CASTING R -1772 OR APPROVED EQUAL AND 268 LET OF 8 0 SDR 35 PVC O 0.40% RIM= 813.75 INV. OUT (8 -SE)= 805.45 INSTALL SANITARY SEWER MANHOLE WITH NEENAH CASTING R -1772 OR APPROVED EQUAL AND 70 LFT OF 8'71 SDR 35 PVC O 0.40% RIM= 814.25 INV. IN (B° NW)= 804.38 INV. OUT (8' -914)= 804.28 CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS PROPOSED 8"m SANITARY SEWER TIE -IN SHALL BE CORE DRILLED INTO EXISTING MANHOLE. RIM= 813.73 EX. INV. IN (8 S)= 804.01 PROP. INV. IN (Er -NE;= 804.00 EL INV. OUT (8" -w)= 803.88 c t 0 a 0 0 0 Y sarrtay kph* 1C 610.04 Y PI4wME7. 80262 Existing r nyd rt VILLAGE GREEN Solitary Yank M 81173 8' PILT'SF 80.01 8' PK,(wt 80188 C N AC INSTA- THREE (3) SEPARATE RUNS TF "0 PVC WATER SERVICE LINE AND THREE (3) WATER METERS. COORDINATE WITH CITY OF CARMEL UTILITIES DEPARTMENT FOR ALL STANDARDS AN1 Fl ATIONS. South line SE Y4 of Sec. N -R3E I'47 w (Assumed Bearing) 2610.73' Smiay /Irak 1C 81249 Mr 80288 PLACE OF BEGINNING c Ewet* Fre Ewes iBM 01 R.R. Spice in Pwp 838 -1508 Elevation: 820.71 29 820.29 "88" A c Drees Premier Homes. Inc. Instr. 2006- 42051 rat_ {o 9 -09339 2 J. s^' SW Cor. SE Y4 Sec. 24 -T18N -R3E Bross Plug Found In iN SE Cor. W SE Y4 Sec. 24 -T18N -R3E S ay lYwde lC 811.28 18' any Oa* 801.66 tY PvC(sk 8248 West Dine E i SESe s_24- it n1 -t11-1 BY GRAPHIC PLOTTING ONLY, THIS TRACT OF LAND DESCRIBED HEREON DES WITHIN ZONE 'X' (AREAS OUTSIDE THE 500 -YEAR FLOOJPLAIN), WITHIN ZONE 'AE (AREAS WTH BASE FLOOD ELEVATIONS DEIERMINED) AND ZONE 'SHADED AE' (AREAS WITH BASE FLOOD ELEVATIONS DETERMINED) AS PLOTTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA, COMMUNITY PANEL NO. 18057CO207F, WHICH BEAR` AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND REVISED TO REFLECT LOMR EFFECTIVE: JULY 6, 2009. Aar' a AT&T 2 y aft 4* 11w ho SW comer of Troditions on the Monon per P.C. 3, Slide 727 Sanitary Sande 1 n.C1 82150 al iris 37.60 ;I 0 I I J 11 u n 11 II au SE Cor. SE Y4 Sec. 24 -T18N -R3E Vog. Nail Found Patrick Kirby Instr, 2004 -30796 15 Eon* p4r hsb. 8628683 d DR 4, pg 725 E v" AS1R. ss -2t y 3 „8 N 0 Ny".1N13 Mork Deborah mis lnstr. 200 )o Approx t Cod ;XS. Swthearta?y Er+atts or Pvimge Eemc per Mist. 005-33619 25' ACCESS EASEMENT. (SEE DETAIL Easterly 21' of Monon Trail Quitclaimed to City of Carmel per Instr. No. 2007007463 from Centex Homes, Developers of Traditions on the Monon. N LOT 0.482±.4cS. (20 sq. f41 Chi THIS UTILITY PLAN WAS PREPARED FROM INFORMATION OBTAINED FROM AN ALTA /AGSM LAND RiLE SURVEY PERFORMED MARK J. DUFFY, REGISTERED LAND SURVEYOR 100004, WITH WEIHE ENGINEERING INC. AS PROW NUMBER W07 -0681, DAZED NOVEMBER 8, 2007 AND REVISED ON DECEMBER 21, 2007. THEREFORE, THE PROPERTY I5 SUBJECT TO ANY OVERLAPS, GAPS, OR O1HER INCONSISTENCIES THAT SAID SURVEY MIGHT REVEAL 0 FLOOD ZONE SHADED AE r d Ctilrent LFloodplain 4 Limits LOT n 0.985- .ACS p (42,907.53 sy ft.) FLOOD ZOSE X Traditions on the Monon P.C. 3, Slide 727 FLOOD ZONE AE 3S� saveloy YaAde aG 80..50 S Mc 80730 IC 0*: 8007 SY J a >��+...�..T..4:'.� 4 .e.lK L. 2 San. Se.r Err per ere. 8x2753 0 0.S 4 p9 561 dxi,Ja•0 Mom Retool (no• Moor Pedestrian Tyr S 00 °19'36" E 1137.75' LOT 4 4.9733 ACS i ,6 ;q rh,_ 80166 a savfiary Ya C 909 SC f SW Inv wo..83 1 Mw ht: 800.73/ S n i 21' Lariscpe Emmert to arty Cam per hsfr 10(X-16861 FLOOD ZONE AE 20' Sm. Sear ant per intr. 55-2753 of 0.8. Z 55 Reading Tree Park, LLC Instr. 2010- 10 00 11 +00 Reading Tree Park, LC Instr. 20'C- I2' Fee Spice Area to City or Cannel per 407. 2270-16682 0) 0) L th r 1,c; 1 r ELEVATION 820.71 (NOVO 1929) ELEVATION 820.29 (NAVD 1988) Trail PERMANENT BENCHMARK U.SG.S No. 201 of Line 116 as of 1935 7/ 7- 0_ r5 2 .-Monon Troil z TEMPORARY BENCHMARK R.R Spice set in NE side of Pwp 5838 -1508. corner of site. BENCHMARK INFORMATION 0.8 miles North along the Chicago, Indianapolis Louisville Railway (Mono now abandoned) from the station at Camel, Hamilton County, 31 yards South of milepost B 167, 87 yards South of U.S. Highway No. 31 bridge over the tract, 7 gads East of the east roil, and 1 yard West of the fence line. A state survey standard disk, stamped '201' and set in the top of a concrete post level with the ground. ELEVATION 829.532 (NGVD 1929) ELEVATION 829.112 (NAND 1988) Donald Dorothy Endres D.B. 195, pg. 314 81393 SE bit &a NE ,v.: 800.23 121: S fi t CO S. of 136th St at SE 15' Driveway Easement per Instr. 8628683 or D.R. 4, pg. 725 LOT 1 -(11 C' 304 di 7 V16 �S E 5 23 A j os- o -'4W i' 9 'Z 0 2r Landscape Easement to City of Carmel pa wt. 2017 -■6682 0 o GENERAL NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND PROVIDING ALL NECESSARY FLAGMAN, BARRELS, SIGNAGE, ETC. DURING CONSTRUCTION. ALL APPLICABLE M.U.T.CD. STANDARDS SHALL GOVERN THIS WORK. 2. CONTRACTOR SHALL COORDINATE KITH APPLICABLE UTILITY COMPANYS AND BUILDING PLANS FOR WATER, CABLE, ELECTRIC, GAS, AND TELEPHONE CONNECTION SERVICE POINTS. 3. WATER MAIN INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF CARMEL UTIUTES STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE WITH CARMEL UTIUTES FOR CONNECTION AND TESTING PROCEDURES 4. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CARMEL UTIUTES STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE WITH CARMEL UTILITIES FOR CONNECTION AND TESTING PROCEDURES AND REQUIREMENTS. 5. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE -FOOT OF THE PROPOSED RIGHT -OF -WAY. j f 7 LOT 4 10' SYS LOT 2 7 i LEGAL DESCRIPTION S 01'36'13" E A PART OF THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP 18 NORTH RANGE 3 EAST, N HAMILTON COUNTY, INDIANA, more particularly described as facers: BC•OINNNG at the Southeast Comer of the West Half of the Southeast Quarter of said Section, Thence North 00 degrees 19 minutes 36 seconds West, along the East Tine of the East Half of said Quarter Section, a distance of 1137-75 feet to a point on the West line of the Monon Railroad Right -of -Way, Thence South 33 degrees 17 minutes 09 seconds East, along said Monon Railroad Right -of -Way, a distance of 308.55 feet to a point of curvature to the right; Thence Southerly, along said Monon Railroad Right -of -Way, 928.88 feet along said curve having o radius of 1950.68 feet and subtended by o long chord having o bearing of South 19 degrees 38 minutes 35 seconds East and a length of 920.13 feet to a point on the South line of the Southeast Quarter of said Section; Thence South 88 degrees 23 minutes 47 seconds West, along said South line, a distance of 128.61 feet; Thence North 23 degrees 42 minutes 33 seconds West, o distance of 170.10 feet; Thence South 49 degrees 10 minutes 57 seconds West, a distance of 70.35 feet; Thence South 88 degrees 43 minutes 37 seconds West, o distance of 123.79 feet; Thence South 32 degrees 34 minutes 27 seconds West, a distance of 80.21 feet; Thence South 06 degrees 00 minutes 23 seconds East, a distance of 47.62 feet to a point on said South !Inc Thence South 88 degrees 23 minutes 47 seconds West, along said South line, a distance of 60.03 feet to the PLACE OF BEGINNING CONTAINING 7.024 ocres [305,955 square feet] more or less, and being subject to all legal easements, rights of way or restrictions of record or observable. 89.93' 25' ACCESS EASEMENT I N 0136'13" W 85.04' 1 r 10A I SCALE: 1 L 10' SYS 10D� 3 t O N 10 CO tri cn re) ACCESS UTILITY EASEMENT Power Pole 9 Telephone Pole Gu Anchor Electric Meter g TraStreet ffic Li Manhht ole Le Gas Meter k Gas Valve g Utility Pole Fire Hydront t Water Valve i s Water Meter AC Unit Mailbox Benchmark Tree Ex. Asphalt Ex. Concrete Floodway Zone AE Storm Drainage Construction Maintenance Easement per Instr. 2005 -33619 Street Cut Section 112' HMA Surface, 9.5mm, On 12 PCCP, On Variable Depth Flowoble Fill (See Detail -Sheet 2) NO EARN DISTURBING AUNTY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. SEWER CARMEL aTY UTILITIES 760 THIRD AVENUE SW CARMEL, IN 46032 PHONE: (317) 571 -2634 FAX: (317) 571 -2642 CONTACT: ED WOLFE GAS VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE,IN 46061 -1700 PHONE: (317) 776 -5535 FAX: (317) 776 -5553 CONTACT: CHUCK 9IUPPERD UTILITIES WATER CITY OF CARMEL WATER UTILITIES 3450 W. 131ST ST. WESTFIELD, IN 46074 PHONE (317) 733 -2855 FAX: (317) 733 -2053 CONTACT: STEW COOK AT &T 5858 N. COLLEGE AVE. INDIANAPOUS, IN 46220 PHONE (317) 252 -5134 CONTACT: GREG CAMMACK 0 50 SCALE: 1" 50' LEGEND Note: Lsted below are the Indiana Underground Plant Protection Services Contacts; Others not listed may exist. Property Line Section Line Ex. Contours Ex. Adjoiner Line Ex. Easement Line Ex. Aerial Utility Lines G 0 Ex. COs Line Ex Right -of -way Line Ex. Buried Telephone Line v Ex Water Line Ex. Flow Line Swale E E Ex. Buried Electric Ex. Cable Line Ex. Centerline Ex. Ditch Line Ex. Pavement Ex. Grovel Ex. Fence Floodway Line Floodway Elevation Line Ex. Overlay Zone Line ne-vwwwv Ex. Tree Line Prop. Right -of -Way Prop. Lot Line Setback Line 0 -0 Ex. Sanitary Manhole Sewer Line Ex. Storm Sewer Line Prop. Sanitary Manhole Sewer Line r' Prop. Water Service Line O Prop. Water Meter Construction Limits Silt Fence Slope Check (NUTEC 3 NWS -6 or Approved Equal) ABBREVIATIONS (M) as Measured and Calculated (P) per Plat record (R) per Record document FYS Front Yard Setback RYS- Rear Yard Setback SYS Side Yard Setbock 4 Centerline UE Utility Easement A 1Cj FI FCIRIC DUKE ENERGY 16475 SOUTHPARK DR. WESTFIELD,IN 46074 PHONE: (317) 896 -6721 FAX: (317) 896 -6712 CONTACT: SHAWN SOUTH FIRE DEPARTMENT CARMEL FIRE DEPARTMENT 2 CIVIC SQUARE CARMEL, IN 46032 PHONE (317) 571 -2600 FAX: (317) 571 -2615 CONTACT: KEITH SMITH NOTE: The underground utilities shown have been located from field survey information and existing drowings. 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 exoct location indicated although the surveyor does certify that they are located as accurately os possble from information amiable. The surveyor has not physically located the underground utilities. 9 y M zy 00CCGZq(yv DATE MARCH 23, 2010