The URL can be used to link to this page

Home My WebLink AboutConstruction Plans4I 0 0 Approximate Limits O D of Flood Way Approximate Limits Per FIRM Map 18057CO207F r The Ritter's H.P.R./ L _ === _ /� _ - - - - - - - ,\e•"�� (I of Flood Plain Instrument 2001-11120 18057CO207F PC 2 Aide 562 Per FIRM Ma "E N88* 1 :�4 'PO r EASEMENT F(x(TRAIL SION. EXACT - __ _ I � _ ___ ___ - 11C: -1 i.88 LOCATION & WIDTH T4 BE DETERMINED -RG DEPT. CA RMEL ENGINA O co T7 '29 IN MJ -4 TC=81 re ek TP_ TIP = 81 3.45 4 M.E. 816.8 METER TIP Sr R i Asphalt Drive X 112.7 8_.O _ _ _ 9 'id Q) lg i .7 J X / V F7 V, '111TH STREET N W (PRIVATE) 11TH STREET NW (PRIVATE) Son. Structure598 ST- -S I T--- X TC=812.46 -0 SS ST ST- ST ME ST ST C) Q) 4 lnv.NE=804.36 E UJ Leppert & Hensley Mortuary Crematory, Inc. 04 ! :5 Inv.S=804.46 0 iii Wit- Instrument #2002 -6 1 980 lnv.NW=805.36 (if 0 C) M C Cn (n 40 K? ';� U) UJ 10 106 10 10 4n (1 @16 1@09, 10 Asphalt O�f A �6) As Drive 0J H. I �T. ------ _J .e 11 y v --------- --------- f <= H. PT. X--------- Sr 94 95 ----------- CR 32 1 U) (o 41 29 C H. PT. MO�NIN+�;ANE (PRIVATE) 0 X ST ST 3:: L C1 Asphalt Parking CD CL Serving Mai is RE MRINT tT 1T % n,,LoFol' A 34 Sou h of Line C14 ID I I N Go \ 1�� :E I 64 I T%+- 35 0 I. ------------- U.) P, 21 H_' X W - all 6.. L N88* (37) N H S RE�T W (PRIVATE) H. PT. WT X H. PT. 8"w 8' �14 \(�24� "At DOI\-MTF:1 Ne 8W :3 2'(.'C M P 10TH I Mr-r- I "' k - - - (A (-a - S_ X S % S S 81 82 4 - - 83 84 $5 86 as 'RM ST LIN r-31 Ene Inc dua nergy-r-of Deed rgy -lbb GAS Record 2317/Page V 22. ft H PT. 67 X_ < 21- C) X.3i 0 -04 0 O 0 79 g26 ;d 0 .0 U) 4- Z 2_1 Lt- I CL Lj 70 817.7 ay T. 77 v ty H. PT. ) i E 9 X 4W ( I ice Q�o 13! 1 tim T 3: 00 �4' Adjoiner U8 00 Building X C9 0) 0 72 0 IU < 0 -4 ichard 'At Edmonson Instrument ;','.'�`'ti 16 i' O O S \ ?D #20OD-30943 00 6 1 H.X I PT. 11 _L�8-w C 8V-------- 8'w E) 8"W X 9TH STREET NW (PRIVATE) S S S Q S S -7-LLf I It 'I, 11 in GG 5 I' 15 18 11 instrument a T 'p y ' 4 UO #2002 2496 B.S. Z GrUNE MARKER PROP. HALF R < P. 18","VC SS concrete W SS gow Road Smok pp -(8TH T 18"VCP Rair K/-w-,- (8TH STR --------- 2 Z_ LEI 1-Y Physical -4-1 FIRE HYDRANT � Smokey Row Road U) Son. M.H. 133 Son. M. H. 463 Smith, Diane L TC=821.99 TC=81 9. 4 Inv.E=815.14 Inv.E=809 19 Inv.SW=815.29 Inv.S=809 Teague, Stella L Trust Son. M.H. 1464 JI39 William T & Regina A Warren E & Stella inv.W=811 14 TC=819.72 Greenwood L Teague Jt/Rs W4'4-999. 1 .2-- - - John E. Graham I i lnv.SE=808.82 r- LEGEND OF PROPOSED IMPROVEMENTS LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION -S SANITARY SEWER STREET LIGHT SIZE AS SHOWN J9 POWER POLE SANITARY SEWER LATERAL 6,18t - SIZE = 64nch C.O. 0 SEWER CLEANOUT ST- STORM SEWER SEWER MANHOLES SIZE AS SHOWN 0 STORM SANITARY IrSSI) V'SSD__ SUB-SURFACE DRAIN (SSD) Mfl JR STORM SEWER INLETS SIZE AS SHOWN WATER LINE MIN STORM SEWER END SECTION SIZE AS SHOWN W►,11111 WATER VALVES 150 INTERMEDIATE CONTOUR FIRE HYDRANTS INDEX CONTOUR H.Pt. HIGH POINT RIPRAP L.Pt LOW POINT _TP - TREE PROTECTION FENCE BASE FLOOD ELEVATION PER FIRM MAP 0 LL U ULI ULI U) I ✓ UJ Of Of C I n. 6- W X X W 2 W U U-) > E 0 0 M X 0 0 C: C 0 cc C 0 P1(L wal TRADITIONS ON THE MONON W VV/1 Legend of Existing Features PER FLOOD PROFILE PLATE NO. 42P OF THE FLOOD INSURANCE STUDY (FIS) OF HAMILTON Project Description: COUNTY. Gas Vault • Post __000-000 GATE • Gate Flow Line The Traditions on the Monon is a proposed 135 unit townhome community on approximately 12.2 acres. The site is o. Gas Line Marker 7' Mailbox 01-13-05 currently zoned PUD with a proposed zoning Planned Unit Development (PUD) zoning classification. The site is GM Gas Meter 0 Cleanout Overhead Electric Line located at the Northwest comer of Rangeline Road and 136th Street ( mo ey Row Road). Power Pole Traffic Manhole AT LEAST TWO FULL Report on Water Distribution, Sanitary Sewer and Storm Sewer System: SHEET No. Light Traffic Signal Pole Overhead Telephone Line 1-800-428-5200 E M4, Electric Meter O Telephone Manhole X - X CO nchor wm Guy Anchor Telephone Junction Box Fence Line Wire a Water Meter 2 '192 '�D! •ER '5 Hydrant Sanitary Manhole IGI Management, and all mains will be designed and installed in accordance with the Standards of the City of Carmel WV manhole Gas Line Water and Wastewater Utilities. 0 Water Valve Deciduous Tree 0 LLJ Sanitary Sewer co Z Sign g, Sandary sewer service for this site will be provided by City of Carmel Water and Wastewater Utilities Evergreen Tree Tree/Bush Line Sanitary sewer effluent for the site will be collected and piped to an existing sanitary sewer manhole located on the g IIIIIIIIIIIIII LU X = K T d Q UJ U .01 and adjacent to 136th Street. INTERMEDIATE CONTOUR INDEX CONTOUR 2'(.'C M P 10TH I Mr-r- I "' k - - - (A (-a - S_ X S % S S 81 82 4 - - 83 84 $5 86 as 'RM ST LIN r-31 Ene Inc dua nergy-r-of Deed rgy -lbb GAS Record 2317/Page V 22. ft H PT. 67 X_ < 21- C) X.3i 0 -04 0 O 0 79 g26 ;d 0 .0 U) 4- Z 2_1 Lt- I CL Lj 70 817.7 ay T. 77 v ty H. PT. ) i E 9 X 4W ( I ice Q�o 13! 1 tim T 3: 00 �4' Adjoiner U8 00 Building X C9 0) 0 72 0 IU < 0 -4 ichard 'At Edmonson Instrument ;','.'�`'ti 16 i' O O S \ ?D #20OD-30943 00 6 1 H.X I PT. 11 _L�8-w C 8V-------- 8'w E) 8"W X 9TH STREET NW (PRIVATE) S S S Q S S -7-LLf I It 'I, 11 in GG 5 I' 15 18 11 instrument a T 'p y ' 4 UO #2002 2496 B.S. Z GrUNE MARKER PROP. HALF R < P. 18","VC SS concrete W SS gow Road Smok pp -(8TH T 18"VCP Rair K/-w-,- (8TH STR --------- 2 Z_ LEI 1-Y Physical -4-1 FIRE HYDRANT � Smokey Row Road U) Son. M.H. 133 Son. M. H. 463 Smith, Diane L TC=821.99 TC=81 9. 4 Inv.E=815.14 Inv.E=809 19 Inv.SW=815.29 Inv.S=809 Teague, Stella L Trust Son. M.H. 1464 JI39 William T & Regina A Warren E & Stella inv.W=811 14 TC=819.72 Greenwood L Teague Jt/Rs W4'4-999. 1 .2-- - - John E. Graham I i lnv.SE=808.82 r- LEGEND OF PROPOSED IMPROVEMENTS LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION -S SANITARY SEWER STREET LIGHT SIZE AS SHOWN J9 POWER POLE SANITARY SEWER LATERAL 6,18t - SIZE = 64nch C.O. 0 SEWER CLEANOUT ST- STORM SEWER SEWER MANHOLES SIZE AS SHOWN 0 STORM SANITARY IrSSI) V'SSD__ SUB-SURFACE DRAIN (SSD) Mfl JR STORM SEWER INLETS SIZE AS SHOWN WATER LINE MIN STORM SEWER END SECTION SIZE AS SHOWN W►,11111 WATER VALVES 150 INTERMEDIATE CONTOUR FIRE HYDRANTS INDEX CONTOUR H.Pt. HIGH POINT RIPRAP L.Pt LOW POINT _TP - TREE PROTECTION FENCE BASE FLOOD ELEVATION PER FIRM MAP 0 LL U ULI ULI U) I ✓ UJ Of Of C I n. 6- W X X W 2 W U U-) > E 0 0 M X 0 0 C: C 0 cc C 0 P1(L wal TRADITIONS ON THE MONON W VV/1 PER FLOOD PROFILE PLATE NO. 42P OF THE FLOOD INSURANCE STUDY (FIS) OF HAMILTON Project Description: COUNTY. 4• NO BUILDINGS SHALL BE LOCATED IN THE FLOODWAY OR FLOODWAY FRINGE FOR THIS PROJECT. '4� The Traditions on the Monon is a proposed 135 unit townhome community on approximately 12.2 acres. The site is o. 5. NO FILL MATERIAL SHALL BE PLACED IN THE FLOODPLAIN FOR THIS PROJECT. SITE BENCHMARK: 01-13-05 currently zoned PUD with a proposed zoning Planned Unit Development (PUD) zoning classification. The site is OVER COOL CREEK; 17.7' NORTH OF THE SOUTH END OF BRIDGE AND 04 MILES NORTH OF MAIN STREET. Z S.M. ELEVATION = 802.60% NGVD 29. located at the Northwest comer of Rangeline Road and 136th Street ( mo ey Row Road). "HOLEY MOLEY " SAYS CALL DIN[= AT LEAST TWO FULL Report on Water Distribution, Sanitary Sewer and Storm Sewer System: SHEET No. WORKING DAYS BEFORE 1-800-382-55" Z 0 I'_ _J 1-800-428-5200 m FOR CALLS OUTSIDE OF INDIANA C2m2 1. Water Distribution The potable water to the site will be provided by City of Carmel Utilities. New watermains will be installed onsite by the IIIIIIIIIII .6 Z Csl W la-C 4 0, - Z� developer and connected to the main in 136th Street (Smokey Row Rd.) and Range Line Road. WW IULM_ 2 '192 '�D! Approval for the extension of every water main will be required from the Indiana Department of Environmental < M LUD) -_' '2"i '-, T 02 Z Management, and all mains will be designed and installed in accordance with the Standards of the City of Carmel W Water and Wastewater Utilities. CIL al 0 LLJ Sanitary Sewer co Z g, Sandary sewer service for this site will be provided by City of Carmel Water and Wastewater Utilities W < Sanitary sewer effluent for the site will be collected and piped to an existing sanitary sewer manhole located on the g IIIIIIIIIIIIII LU X = K North side of 136th Street. The existing sanitary manhole is connected to an 18" sewer main flowing Easterly along d Q UJ U and adjacent to 136th Street. Approval for the design and construction of sanitary sewer facilities will be required from the Indiana Department of vi Z I Environmental Management, and all sewers will be designed and installed in accordance with the Standards of the > City of Carmel Department Utilities. LU 3. Storm Sewer The surface runoff on the site will be conveyed by a system of swales and pipes within the development to Little Cool Creek. Approvals for the design and construction of the storm sewer facilities must be obtained from the City of Carmel Department of Engineering. Z Z 0 4. Erosion Control CL During all phases of the construction the Site General Contractor and all Subcontractors shall exercise measures to Z prevent the erosion of soils due to the action of water and wind. All erosion and sediment control measures shall be implemented to earth moving activities. 0 prior Z Sediment in run-off water shall be trapped by the use of such methods as debris basins, siltation sumps end sift fences the disturbed area is stabilized. These shall be in before any land alterations/grading. W P. until place W Trapping devices shall be periodically inspected during dry periods and after each rainfall event by the Site Contractor. 10- X Z =) ■ Trapping devices shall be replaced if determined to be incapable of performing intended function of sediment trapping. 0 0 The Contractor shall have available on the construction site a water source capable of applying water to dry exposed _ J Z Z soil in order to wind erosion. The application rate and manner shall be such that soil moisture is attained and LU 0 prevent no surface run-off is created. L %J Z W 5. Streets W All streets within Proposed Development are to be private and maintained by home owners association 0 0) Z < M _J W U) 0 0 n < easai R mi FLOODPLAIN NOTES Z < ) W > 1, THIS SITE LIES PARTIALLY IN A SPECIAL FLOOD HAZARD AREA ZONE AE'(AREAS INUNDATED BY 100-YEAR FLOOD WHERE BASE FLOOD ELEVATIONS ARE DETERMINED) AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 18057CO207F FOR HAMILTON FEBRUARY 19, 2003. W COUNTY, INDIANA, DATED W 2. A PORTION OF THIS SITE IS AFFECTED BY THE FLOODWAY OF LITTLE COOL CREEK AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 18057CO207F FOR CL HAMILTON COUNTY INDIANA DATED FEBRUARY 19 2003 3. THE 100-YEAR BASE FLOOD ELEVATION FOR THIS SITE VARIES FROM 810.0 FEET TO 813.0 NVGD W VV/1 PER FLOOD PROFILE PLATE NO. 42P OF THE FLOOD INSURANCE STUDY (FIS) OF HAMILTON PROJECT BENCHMARK: COUNTY. 4• NO BUILDINGS SHALL BE LOCATED IN THE FLOODWAY OR FLOODWAY FRINGE FOR THIS PROJECT. '4� B.M. ELEVATION = 819.59'; NGVD 29. o. 5. NO FILL MATERIAL SHALL BE PLACED IN THE FLOODPLAIN FOR THIS PROJECT. SITE BENCHMARK: 01-13-05 PEONW0055 -U 11 -)3 STATE OF OVER COOL CREEK; 17.7' NORTH OF THE SOUTH END OF BRIDGE AND 04 MILES NORTH OF MAIN STREET. SCALE: S.M. ELEVATION = 802.60% NGVD 29. 1 " =40' BENCHMARK DATA W VV/1 EMW&T 0. PROJECT BENCHMARK: T.B.M. 122-0203-12: RAILROAD SPIKE FOUND IN SE FACE OF UTILITY POWER #838-1508,42.5' WEST OF CENTERLINE OF MONON TRAIL AND 16.5' SOUTH OF CENTERLINE OF 136th STREET. 2004_t15 B.M. ELEVATION = 819.59'; NGVD 29. DATE: SITE BENCHMARK: 01-13-05 B.M. HAM G-26: ISHC DISK AT SOUTH END OF WEST CURB OF SOUTHBOUND LANE BRIDGE ON S.R. 431 OVER COOL CREEK; 17.7' NORTH OF THE SOUTH END OF BRIDGE AND 04 MILES NORTH OF MAIN STREET. SCALE: S.M. ELEVATION = 802.60% NGVD 29. 1 " =40' "HOLEY MOLEY " SAYS CALL DIN[= AT LEAST TWO FULL SHEET No. WORKING DAYS BEFORE 1-800-382-55" YOU DIG ITS THE LAW CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA C2m2