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Home My WebLink About_Const Planso o o o o o o o o o o o o o o o o o o o o o o o DAVID J. STOEPPELWERTH PROFESSIONAL ENGINEERNO. 19358 04/20/18 PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 7965 E. 106TH STREET, FISHERS, INDIANA 46038 PHONE: (317)-849-5935 FAX: (317)-849-5942 CONTACT PERSON: BRETT A. HUFF EMAIL: bhuff@Stoeppelwerth.com INDEX SHT.DESCRIPTION C001 COVER SHEET C100-C101 TOPOGRAPHICAL SURVEY C200-C204 SITE DEVELOPMENT PLANEMERGENCY FLOOD ROUTE SIDEWALK & MAILBOX PLAN C300-C308 INITIAL STORM WATER POLLUTION & PREVENTION PLAN TEMPORARY STORM WATER POLLUTION & PREVENTION PLANPERMANENT SEDIMENT & EROSION CONTROL PLANSTORM WATER POLLUTION & PREVENTION SPECIFICATIONSSTORM WATER POLLUTION & PREVENTION DETAILS C400-C414 STREET PLAN & PROFILESTRAFFIC CONTROL PLAN INTERSECTION DETAILS PAVING AND CONCRETE CURB POLICIESDETOUR PLAN C500-C501 SANITARY SEWER PLAN & PROFILE C600-C605 STORM SEWER PLAN & PROFILES C700-C702 WATER PLANWATER DETAILS C800-C804 CONSTRUCTION DETAILS SANITARY STORM STREET C900-C904 LANDSCAPE PLAN / LIGHTING PLAN Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 0 0 1 - C o v e r S h e e t . d w g - C 0 0 1 Mo d i f i e d / B y : S e p t e m b e r 1 9 , 2 0 1 8 3 : 0 7 : 5 4 P M / j w i l l i s Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 8 : 0 1 A M / J e n n i f e r W i l l i s S & A J O B N o . 6 5 8 4 0 B K M - S 1 REVISIONS SHT.DESCRIPTION ALL REVISED PER TAC COMMENTS 06/27/18 C500-C501,& C800 REVISED PER IDEM COMMENTS 08/27/18 1" = 150 FT GRAMERCY WEST SECTION 1 Developed by:MOHAWK WB, LLC C/O PLATINUM PROPERTIESMANAGEMENT CO, LLC 9757 Westpoint Drive Suite 600 Indianapolis, Indiana 46256 Contact: Edward E. Fleming Email:efleming@platinum-properties.com Phone: (317) 564-7301 FLOOD STATEMENTTHIS SITE DOES NOT LIE WITHIN A ZONE PERFIRM 18057C0226G & 18057C0228G DATED NOVEMBER 19, 2014 LOCATION MAP SCALE: 1"=2000' SOILS MAP SCALE: 1"=500' 36 34 35 37 38 39 40 41 42 43 Mohawk WB LLC Parcel #16-10-31-00-00-002.00032 31 19 18 17 16 15 14 13 12 11 10 9 8 6 5 4 3 2 1 68676665646362616059 51 52 53 54 55 56 50 49 48 C.A.#4 C.A.#3 C.A.#1 LAKE #1 LAG E R F I E L D D R I V E TILD E N W A Y AS T O R L A N E KI N Z E R A V E . 7 K I N Z E R A V E . 21 20 22 232425 2627 69 33 C.A.#2 44 5857 C.A.#8 UTILITY CONTACTS: Carmel Sewer Department 760 3rd Avenue Southwest Carmel, Indiana 46032 Carmel Water Utilities3450 West 131st Street Westfield, IN 46074 AT & T 5858 North College Avenue Indianapolis, Indiana 46220 Brighthouse Networks3030 Roosevelt Avenue Indianapolis, Indiana 46218 Duke Energy 16475 Southpark Drive Westfield, Indiana 46074 Vectren Energy 16000 Allisonville RoadNoblesville, Indiana 46060 OPERATOR ON N.O.I. LETTER: MOHAWK WB, LLC C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC 9757 Westpoint Drive, Suite 600Indianapolis, Indiana 46256 Contact: Paul RiouxPhone: (317) 863-2053 OPERATING AUTHORITYCITY OF CARMEL (317) 571-2441 ONE CIVIC SQUARECARMEL, INDIANA 46032 DESIGN DATA (SECTION 1) 69 LOTS 13.155 AC. = 5.25 LOTS/ACRE KINZER AVE.2,154.65 L.F. BARRYMORE DRIVE 60.00 L.F. LAGERFIELD DRIVE 862.28 L.F. TEMPLETON DRIVE 444.51 L.F. POWELL DRIVE 126.50 L.F. ASTOR DRIVE 542.13 L.F. STEINBECK DRIVE 38.74 L.F. VALENTINE DRIVE 131.90 L.F. TILDEN DRIVE 685.77 L.F. SHELDON DRIVE 169.70 L.F. TOTAL 5,216.18 L.F. DESIGN SPEED LIMIT:25 M.P.H GRAMERCY WEST SECTION 1 Commencing at the Northeast corner of the Northwest Quarter of said Section 31; thence North 89 degrees 50 minutes 15 seconds West along the North line of said Northwest Quarter 316.08 feet; thence South 00 degrees 09 minutes 00 seconds West 40.00 feet; thence South 57 degrees 03 minutes 22 seconds East 83.25 feet; thence South 18 degrees 18 minutes 21 seconds East 71.06 feet; thence North 90 degrees 00 minutes 00 seconds East 4.17 feet to the POINT OF BEGINNING of this description; thence continuing North 90 degrees 00 minutes 00 seconds East 80.00 feet; thence South 00 degrees 00 minutes 00 seconds East 656.14 feet to the point of curvature of a curve concave Northeasterly, the radius point of said curve being North 90 degrees 00 minutes 00 seconds East 165.00 feet from said point; thence Southeasterly along said curve 180.69 feet to the point of tangency of said curve, said point being South 27 degrees 15 minutes 23 seconds West 165.00 feet from the radius point of said curve; thence South 62 degrees 44 minutes 37 seconds East 363.22 feet to the point of curvature of a curve concave Southwesterly, the radius point of said curve being South 27 degrees 15 minutes 23 seconds West 235.00 feet from said point; thence Southeasterly along said curve 188.69 feet to the point of tangency of said curve, said point being North 73 degrees 15 minutes 41 seconds East 235.00 feet from the radius point of said curve; thence South 16 degrees 44 minutes 08 seconds East 154.04 feet; thence South 16 degrees 06 minutes 37 seconds East 189.63 feet to the point of curvature of a curve concave Westerly, the radius point of said curve being South 73 degrees 53 minutes 23 seconds West 235.00 feet from said point; thence Southerly along said curve 47.01 feet to the point of tangency of said curve, said point being North 85 degrees 21 minutes 02 seconds East 235.00 feet from the radius point of said curve; thence South 04 degrees 38 minutes 58 seconds East 116.42 feet to the point of curvature of a curve concave Westerly, the radius point of said curve being South 85 degrees 21 minutes 02 seconds West 785.00 feet from said point; thence Southerly along said curve 267.93 feet to the point of tangency of said curve, said point being South 75 degrees 05 minutes 36 seconds East 785.00 feet from the radius point of said curve; thence North 75 degrees 05 minutes 36 seconds West 80.00 feet to a point on a curve concave Westerly, the radius point of said curve being North 75 degrees 05 minutes 36 seconds West 705.00 feet from said point; thence Northerly along said curve 58.65 feet to the point of tangency of said curve, said point being South 79 degrees 51 minutes 35 seconds East 705.00 feet from the radius point of said curve; thence North 79 degrees 59 minutes 39 seconds West 40.43 feet to a point on a curve concave Southerly, the radius point of said curve being South 09 degrees 51 minutes 49 seconds West 200.00 feet from said point; thence Westerly along said curve 85.00 feet to the point of tangency of said curve, said point being North 14 degrees 29 minutes 14 seconds West 200.00 feet from the radius point of said curve; thence North 26 degrees 09 minutes 46 seconds West 169.46 feet; thence North 52 degrees 56 minutes 51 seconds West 192.74 feet; thence North 00 degrees 12 minutes 54 seconds West 165.79 feet; thence North 01 degrees 54 minutes 18 seconds East 28.77 feet; thence North 00 degrees 12 minutes 54 seconds West 57.50 feet; thence South 89 degrees 47 minutes 06 seconds West 65.22 feet; thence North 83 degrees 22 minutes 43 seconds West 21.00 feet to a point on a curve concave Easterly, the radius point of said curve being South 83 degrees 22 minutes 43 seconds East 210.50 feet from said point; thence Northerly along said curve 11.18 feet to the point of tangency of said curve, said point being North 80 degrees 20 minutes 04 seconds West 210.50 feet from the radius point of said curve, said point also being the point of curvature of a curve concave Southwesterly, the radius point of said curve being North 80 degrees 20 minutes 04 seconds West 19.50 feet from said point; thence Northwesterly along said curve 33.86 feet to the point of tangency of said curve, said point being North 00 degrees 10 minutes 14 seconds East 19.50 feet from the radius point of said curve; thence North 00 degrees 10 minutes 14 seconds East 21.00 feet; thence South 89 degrees 49 minutes 46 seconds East 16.44 feet; thence North 00 degrees 10 minutes 14 seconds East 65.50 feet; thence North 89 degrees 49 minutes 46 seconds West 197.69 feet; thence North 00 degrees 00 minutes 00 seconds East 3.99 feet; thence South 90 degrees 00 minutes 00 seconds West 153.00 feet; thence North 00 degrees 00 minutes 00 seconds West 90.25 feet; thence North 90 degrees 00 minutes 00 seconds West 50.00 feet; thence North 00 degrees 00 minutes 00 seconds East 472.12 feet; thence North 90 degrees 00 minutes 00 seconds East 45.75 feet; thence South 00 degrees 00 minutes 00 seconds East 23.87 feet; thence North 90 degrees 00 minutes 00 seconds East 69.79 feet to a point on a curve concave Westerly, the radius point of said curve being North 75 degrees 31 minutes 22 seconds West 14.50 feet from said point; thence Northerly along said curve 3.66 feet to the point of tangency of said curve, said point being North 90 degrees 00 minutes 00 seconds East 14.50 feet from the radius point of said curve; thence North 90 degrees 00 minutes 00 seconds East 21.00 feet; thence South 00 degrees 00 minutes 00 seconds East 12.71 feet; thence North 90 degrees 00 minutes 00 seconds East 67.00 feet; thence North 00 degrees 00 minutes 00 seconds East 350.08 feet to the point of curvature of a curve concave Southwesterly, the radius point of said curve being South 90 degrees 00 minutes 00 seconds West 15.00 feet from said point; thence Northwesterly along said curve 23.56 feet to the point of tangency of said curve, said point being North 00 degrees 00 minutes 00 seconds East 15.00 feet from the radius point of said curve; thence North 00 degrees 00 minutes 00 seconds East 50.00 feet to a point on a curve concave Northwesterly, the radius point of said curve being North 00 degrees 00 minutes 00 seconds East 15.00 feet from said point; thence Northeasterly along said curve 23.56 feet to the point of tangency of said curve, said point being South 90 degrees 00 minutes 00 seconds East 15.00 feet from the radius point of said curve; thence North 00 degrees 00 minutes 00 seconds East 179.59 feet to the place of beginning, containing 13.155 acres, more or less, subject to all legal highways, rights-of-ways, easements, and restrictions of record TE M P L E T O N D R I V E Lot Type A (lots 122-125, 142-150, 216-221) Min. lot area - 4,000 sq.ft. Min. width - 50' Min. width at right-of-way - 20' Min. front setback - 5' Min. side setback - 5' Min. rear setback - 10' Lot Type B/F (Townhomes) (lots 4-33, 58-69, 89-121, 179-215) Min. lot area - 1,000 sq.ft. Min. width - 16' Min. width at right-of-way - 14' Min. front setback - 5' Min. side setback - 5' Min. rear setback - 10' Lot Type C (lots 2-3, 45-57, 70-83, 126-141, 227-239) Min. lot area - 1,600 sq.ft. Min. width - 28' Min. width at right-of-way - 25' Min. front setback - 5' Min. side setback - 3' Min. rear setback - 5' Lot Type D (lots 1, 34-44, 84-88, 151-178, 222-226) Min. lot area - 2,000 sq.ft. Min. width - 31' Min. width at right-of-way - 15' Min. front setback - 5' Min. side setback - 3' Min. rear setback - 5' ZONING: GRAMERCY WEST PUD VA L E N T I N E L A N E STEINBECK PLACE AL L E Y F S H E L D O N P L A C E STREET B POWELL WAYC.A.#7 29 28 30 C.A . # 5 C.A.#6 FUTURESECTION 4 FUTURE SECTION 3 FUTURESECTION 2 45 46 47 (P R I V A T E ) BL O C K " A " BLO C K " A " BLOCK "B" BLOCK "C" BL O C K " A " SOILS LEGEND Map Unit: Br- Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is indepressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses andhardwoods. The surface layer is silty clay loam and has moderate or high organic matter content(2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (1 0.0 inches in the upper 60 inches). The pH of the surface layer in nonlimed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent).Permeability is very slow ( < 0.06 in/hr) in the most restrictive layer above 60 inches. Availablewater capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer innon-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage. Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is onsideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (5.9 inches in the upper 60 inches). The pH of the surface layer in non-limedareas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production. Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded This moderately sloping, deep, well drained soil is on knobs and breaks along streams anddrianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres insize. TOTAL DISTURBED AREA -= 16.235 Ac. EX 16" MAIN EX 8 " MAI N MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC 848.28 849.522'5' EXISTING ELECTRIC BOX TO BE REMOVED EXISTING PUMP HOUSE TO BE REMOVED EXISTING STORM TO BE REMOVED EXISTING SAND TRAPS TO BE FILLED IN REMOVE EXISTING YARD INLET PLUG EXISTING YARD INLET AFTER PIPE HAS BEEN REMOVED EXISTING PATH TO BE REMOVED EXISTING PATH TO BE REMOVED EXISTING WATER VALVE TO BE VERIFIED AND REMOVED S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF S F SF S F S F S F S F S F EARTHWORK CONTRACTOR SHALL INSTALL 20' x 150' MIN. STONE ACCESS DRIVE PRIOR TO CONSTRUCTION PORT-O-LET FUEL OIL TANK (DOUBLE WALL) CONCRETE WASHOUT AREA CONSTRUCTION DUMPSTER POSTING SIGNLOCATION PROTECTION OVER PAVEMENT TO BE A FIBER ROLL/MULCH SOCK PRODUCT OR EQUAL EXISTING STREET AND CURB TO BE SAW CUT AT NEAREST JOINT REMOVE 43 L.F. WALK REMOVE 40 L.F. CURB REMOVE 38 L.F. WALK REMOVE 68 L.F. WALK S F S F SF S F SF S F SF SF BENCHMARKS: HAM G23 I.S.H.C. DISC AT NORTHWEST CORNER OF 131STOVER COOL CREEK. PER DNR ON NGVD 29ELEVATION=794.87 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C100 CONTOUR FLOW LINE FENCE LINE SANITARY SEWER STORM SEWER WATER LINE WATER VALVE FIRE HYDRANT TELEPHONE LINE TELEPHONE PEDESTAL POWER POLE ELECTRICAL PEDESTAL TELEVISION PEDESTAL TREE LINE TREE CONSTRUCTION LIMITS 870 > o o o x W WV T T.P. E.P. TV.P. 1" = 60 FT Know what's R VEGETATIVE COVEREXISTING SITE CONSIST MOSTLY OFGRASS AND WEEDS ON THE SITE. LAND USE ADJACENT PROPERTIESNORTH: GRASS/WEEDSEAST: RESIDENTIALSOUTH: RESIDENTIAL WEST: GRASS/WEEDS TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALLELEVATIONS. NGVD29 - 0.43' = NAVD88" CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER & SANITARY SEWER LOCATES 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 LOCATEDWITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. CONTRACTOR SHALL VERIFY DEPTHS OFALL EXISTING ONSITE UTILITIES PRIOR TOCONSTRUCTION TO CONFIRM THERE ISNOT ANY CONFLICTS WITH OTHERUTILITIES, STORM SEWERS OR STREETS.CONFLICTS AFTER CONSTRUCTIONBEGINS ARE SOLELY THE CONTRACTOR'SRESPONSIBILITY. STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 1 0 0 T o p o g r a p h i c a l S u r v e y . d w g - C 1 0 0 Mo d i f i e d / B y : A u g u s t 9 , 2 0 1 8 3 : 4 3 : 1 4 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 8 : 4 6 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T FILL & COMPACTED AREA DEMO AREA (ITEMS TO BE REMOVED) HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES,NAD83.HORIZONTAL CONTROL/COORDINATE: ℄ MONUMENT N: 171521.44 E: 204297.13E 116th STREET & 1590'± West of N KEYSTONE AVENUE ℄ MONUMENT N: 1715219.42 E: 199112.25 E 116th STREET & S RANGE LINE ROAD ℄ MONUMENT N: 1720538.33 E: 199062.03 S RANGE LINE ROAD & 190'± North of E 126th STREET Denotes Silt Fence Temporary "Coconut Fiber Mat" orBelow Grade " Drop Inlet Protection Basket" SF SF SF BENCHMARKS: HAM G23 I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST OVER COOL CREEK. PER DNR ON NGVD 29ELEVATION=794.87 EX 8" MA I N MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC 848.28 849.52 2'5' EXISTING STORM TO BE REMOVED EXISTING STORM TO BE REMOVED EXISTING PUMP HOUSE TO BE REMOVED EXISTING STORM TO BE REMOVED '(02/)2) EXISTING STORM EXISTING SAND TRAPS TO BE FILLED IN EXISTING PATH TO BE REMOVED EXISTING PATH TO BE REMOVED EXISTING WATER MAIN TO BE REMOVED S F S F S F S F S F SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F PROTECTION OVER PAVEMENT TO BE A FIBER ROLL/MULCH SOCK PRODUCT OR EQUAL SF SF SF SF DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C101 CONTOUR FLOW LINE FENCE LINE SANITARY SEWER STORM SEWER WATER LINE WATER VALVE FIRE HYDRANT TELEPHONE LINE TELEPHONE PEDESTAL POWER POLE ELECTRICAL PEDESTAL TELEVISION PEDESTAL TREE LINE TREE CONSTRUCTION LIMITS 870 > o o o x W WV T T.P. E.P. TV.P. 1" = 60 FT Know what's R VEGETATIVE COVEREXISTING SITE CONSIST MOSTLY OFGRASS AND WEEDS ON THE SITE. LAND USE ADJACENT PROPERTIESNORTH: GRASS/WEEDSEAST: RESIDENTIALSOUTH: RESIDENTIALWEST: GRASS/WEEDS TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALLELEVATIONS. NGVD29 - 0.43' = NAVD88" CONTACT: CARMEL UTILITIES (317) 571-2648FOR WATER & SANITARY SEWER LOCATES IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITYOF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. CONTRACTOR SHALL VERIFY DEPTHS OFALL EXISTING ONSITE UTILITIES PRIOR TOCONSTRUCTION TO CONFIRM THERE ISNOT ANY CONFLICTS WITH OTHERUTILITIES, STORM SEWERS OR STREETS.CONFLICTS AFTER CONSTRUCTIONBEGINS ARE SOLELY THE CONTRACTOR'SRESPONSIBILITY. STORM WATER CONTROLS SHOWN ONTHE INITIAL SWPPP (C300) SHOULD BEINSTALLED AS SOON AS PRACTICAL. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 1 0 0 T o p o g r a p h i c a l S u r v e y . d w g - C 1 0 1 Mo d i f i e d / B y : A u g u s t 9 , 2 0 1 8 3 : 4 3 : 1 4 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 9 : 1 0 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T FILL & COMPACTED AREA DEMO AREA (ITEMS TO BE REMOVED) NOTE:SEE SHEET C102 FOR DEMO DETAILOF EXISTING BUILDING SITE. HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES,NAD83.HORIZONTAL CONTROL/COORDINATE: ℄ MONUMENT N: 171521.44 E: 204297.13E 116th STREET & 1590'± West of N KEYSTONE AVENUE ℄ MONUMENT N: 1715219.42 E: 199112.25 E 116th STREET & S RANGE LINE ROAD ℄ MONUMENT N: 1720538.33 E: 199062.03 S RANGE LINE ROAD & 190'± North of E 126th STREET Denotes Silt Fence Temporary "Coconut Fiber Mat" or Below Grade " Drop Inlet Protection Basket" SF SF SF EX 8" MA I N SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F BENCHMARKS: HAM G23 I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST OVER COOL CREEK. PER DNR ON NGVD 29ELEVATION=794.87 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C102 CONTOUR FLOW LINE FENCE LINE SANITARY SEWER STORM SEWER WATER LINE WATER VALVE FIRE HYDRANT TELEPHONE LINE TELEPHONE PEDESTAL POWER POLE ELECTRICAL PEDESTAL TELEVISION PEDESTAL TREE LINE TREE CONSTRUCTION LIMITS FLOODWAY (100 YEAR BASE FLOOD) ZONE "AE" AS SCALED FROM FIRM MAP 18057C0231G (FEMA)DATED NOVEMBER 19, 2014 FLOODWAY (500 YEAR BASE FLOOD) ZONE "X" AS SCALED FROM FIRM MAP 18057C0231G (FEMA)DATED NOVEMBER 19, 2014 870 > o o o x W WV T T.P. E.P. TV.P. FWF FFF 1" = 20 FT Know what's R VEGETATIVE COVEREXISTING SITE CONSIST MOSTLY OFGRASS AND WEEDS ON THE SITE. LAND USE ADJACENT PROPERTIESNORTH: GRASS/WEEDSEAST: RESIDENTIALSOUTH: RESIDENTIALWEST: GRASS/WEEDS TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALLELEVATIONS. NGVD29 - 0.43' = NAVD88" CONTACT: CARMEL UTILITIES (317) 571-2648FOR WATER & SANITARY SEWER LOCATES 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 LOCATEDWITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. CONTRACTOR SHALL VERIFY DEPTHS OFALL EXISTING ONSITE UTILITIES PRIOR TOCONSTRUCTION TO CONFIRM THERE ISNOT ANY CONFLICTS WITH OTHERUTILITIES, STORM SEWERS OR STREETS.CONFLICTS AFTER CONSTRUCTIONBEGINS ARE SOLELY THE CONTRACTOR'SRESPONSIBILITY. STORM WATER CONTROLS SHOWN ONTHE INITIAL SWPPP (C300) SHOULD BEINSTALLED AS SOON AS PRACTICAL. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 1 0 2 T o p o g r a p h i c a l S u r v e y . d w g - C 1 0 2 Mo d i f i e d / B y : A u g u s t 7 , 2 0 1 8 2 : 1 4 : 4 7 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 9 : 4 5 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T DEMO EXISTING BUILDING DEMO EXISTING ASPHALT/CONCRETE DEMO AREA (ITEMS TO BE REMOVED) HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES, NAD83. HORIZONTAL CONTROL/COORDINATE: ℄ MONUMENT N: 171521.44 E: 204297.13E 116th STREET & 1590'± West of N KEYSTONE AVENUE ℄ MONUMENT N: 1715219.42 E: 199112.25E 116th STREET & S RANGE LINE ROAD ℄ MONUMENT N: 1720538.33 E: 199062.03S RANGE LINE ROAD & 190'± North of E 126th STREET Denotes Silt Fence Temporary "Coconut Fiber Mat" orBelow Grade " Drop Inlet Protection Basket" SF SF SF MOHAWK WB LLC MOHAWK WB LLC 8' TY P . 80' R / W PUB L I C 5' S I D E W A L K 80' R/WPUBLIC 80' R/WPUBLIC 80' R/WPUBLIC 21' 21' 80' R/ W PUBL I C 21' 21' 22'TYP. 22 ' TY P . 8'TYP. 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 10 ' B I K E L A N E 10 ' B I K E L A N E 10' BI K E L A N E 10 ' B I K E L A N E 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SIDEWALK 5' SIDEWALK 20' 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L.5' B.L. 5' B.L . 5' B.L. 5' B.L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 22 ' TY P . 8'TYP. 5' B.L . CR O S S W A L K CROSSWALK CROSSWALK CR O S S W A L K CROSSWALK CROSSWALK 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D.U.&S.S.E 21' I.E.E. 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . KI N Z E R A V E . S H E L D O N P L A C E BARRYMORE DRIVE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W VAR. D.U.S.&L.M.A.E. C.A.#5 W W W C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. AS T O R L A N E (P U B L I C ) 50 ' R / W PU B L I C 5' SI D E W A L K (PRIVATE) (P R I V A T E ) (P R I V A T E ) TI L D E N W A Y 845.0 850.5 851.2 848.7 843.7843.4843.7 843.7 843.5 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 SI T E D E V E L O P M E N T P L A N C200 1" = 50 FT Know what's R CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER & SANITARY SEWER LOCATES 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. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTINGONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRMTHERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES,STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'SRESPONSIBILITY. STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. FLOOD STATEMENT NO PORTION OF THIS SITE LIES WITHIN THE ZONE X OR ZONE A FLOODWAY PER FIRM 18057C0145F & 18057C0235F MAPS DATED FEB. 19, 2003. VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS ON THE SITE. LAND USE ADJACENT PROPERTIES NORTH: RESIDENTIAL EAST: RESIDENTIAL SOUTH: RESIDENTIAL WEST: RESIDENTIAL EARTHWORK: 1. EXCAVATION A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site.B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the sourceapproved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed.B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to a minimum depth of 6 inches or to the depth indicated in the geotechnical report provided by theDeveloper to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544within Indiana or 1-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing.B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banksand other breaks in grade.C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove hisequipment from the site until the Engineer has verified that the job meets the above tolerance. FORM\EARTHWRK NOTES TO CONTRACTOR: ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IFANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT ISILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORMSEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY R/W. EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALLBE LOCATED WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGH-OF-WAY LINE. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 2 0 0 S i t e D e v e l o p m e n t P l a n . d w g - C 2 0 0 Mo d i f i e d / B y : A u g u s t 3 1 , 2 0 1 8 2 : 2 9 : 5 5 P M / b h u f f Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 1 : 0 1 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T SEE SHEETS C407-C411 FOR STREET GRADE DETAILS CONTRACTOR TO ENSURE POSITIVEDRAINAGE TOWARDS KINZER AVE. DRAINAGE SUMMARY OVERALL Site Acreage=+/-20.32 ac. Offsite/Upstream Acreage=+/-0.58 ac. Allowable Release Rate:10yr = 2.03 c.f.s. 100yr = 6.01 c.f.s.Post Developed Release Rate:10 yr = 1.82 c.f.s. 100 yr = 5.53 c.f.s. SECTION 1 Site Acreage=+/-13.155 ac. Is the primary water quality treatment for the development as planned in the Master Plan - YESIf NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):*Length of vegetated swale treatment (from discharge point to outlet pipe) - N/A*Minimum length of vegetated swale treatment as required by the Master Plan - N/A Is the primary water quantity treatment for the development as planned in the Master Plan - YES *If YES, provide the following information: Total Master Plan contributing watershed = 39.32 Ac.Total Watershed Currently Built (or Approved) contributing to this system = 0.00 Ac.Total watershed from Section 1 contributing to the system= 22.44 Ac.Total watershed available in the system post-project = 16.88 Ac. Is the entire BMP treatment train to an outlet point being constructed with this section - Yes If NO, provide the following information: *Master Plan BMP(s) downstream of this sections discharge location (list each)*BMP(s) downstream that have been previously constructed (list each) Detention Basins BMP's Constructed with this section. - Wet Pond with Native Banks and VortechsWater Quality Unit Denotes Construction Limits EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) ADA RAMP TO BE INSTALLED FOUNTAIN EMERGENCY FLOOD ROUTE LOT NUMBER PAD ELEVATION PROPOSED 6" UNDERDRAINS FINISH FLOOR ELEVATION IS BASED OFF OF THEBELOW1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST.2. 6" (0.5') ABOVE THE MLAG 848.0 870 W > o o o 123.4 MOHAWK WB LLC MOHAWK WB LLC W W W W W W W W W W W W W W W W W W W W W 80' R / W PU B L I C 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 5 ' S I D E W A L K 5' S I D E W A L K 21' 21' 2 2 ' T Y P . 8' TYP. 5 ' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 10' BI K E L A N E 1 0 ' B I K E L A N E 1 0 ' B I K E L A N E 80' R/W PUBLIC 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SID E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWAL K 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L. 5' B.L . 5' B.L . 5' B.L . 5' B. L . 5' B.L . 5' B.L . 5' B.L. 5' B.L. 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L . 5' B. L . 5' B.L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TY P . 5' SI D E W A L K 5' SI D E W A L K CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSS W A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S.S . E 21' I . E . E . 5' B.L . & D . & U . 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 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 o o o o o o o o o o o o o o o o o o o o o STEINBECK PLACE SHELD O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W C.A.#5 W W 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C E M E R G E N C Y S P I L L W A Y > o o o > o o o 5' SID E W A L K 1 0 ' B I K E L A N E K I N Z E R A V E . KI N Z E R A V E . TYP. WOOD BARRIER POST(SEE DETAIL THIS SHEET) (PRIVATE) 30' (P R I V A T E ) 24' TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W W N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= WET POND WITH NATIVE BANKS 833.00 835.69 837.21 839.65 817.00 1 5 ' TEMP. ENDSECTIONINV.=834.86 845.0 842.2 842.0 841.5 841.6 843.7 842.9 843.4843.7 838.2 838.1 839.0 839.0 838.7 842.6 "S1"-"S1" CROSS SECTION 839.57 SPILLWAY LAKE #1 T.O.B.ELEV.=841.00 T.O.B.ELEV.=841.00 LOT BUILDING ELEVATIONS AND DRIVE SLOPES [FFE 6"ABOVE STREET/6" ABOVE GRADE] LOT #FFE GAR. LIP 8.00% FFE to GAR LIP Difference HIGH SIDE Slope LOW SIDE Slope 1 843.70 843.12 0.58 3.83% 4.50% 2 844.20 843.48 0.73 1.50% 9.50% 3 844.70 844.01 0.69 2.20% 8.00% 4 845.20 844.62 0.58 8.00% 6.56% 5 845.20 844.62 0.58 6.67% 7.67% 6 845.20 844.62 0.58 3.29% 7.00% 7 845.70 844.90 0.80 5.80% 8.00% 8 845.70 845.12 0.58 7.00% 8.00% 9 845.70 845.12 0.58 4.80% 7.20% 10 846.10 845.39 0.71 5.80% 8.00% 11 846.10 845.52 0.58 5.50% 6.50% 12 846.10 845.52 0.58 3.00% 5.40% 13 846.60 845.88 0.72 5.60% 8.00% 14 846.60 846.02 0.58 5.67% 6.50% 15 846.60 846.02 0.58 3.20% 5.40% 16 846.60 846.02 0.58 2.40% 3.20% 17 846.60 846.02 0.58 3.17% 4.00% 18 846.60 846.00 0.60 5.80% 8.00% 19 846.50 845.78 0.72 5.80% 8.00% 20 846.50 845.77 0.73 7.00% 8.00% 21 846.50 845.53 0.97 6.00% 8.00% 22 846.50 845.58 0.92 5.20% 8.00% 23 846.50 845.91 0.59 6.83% 8.00% 24 846.50 845.90 0.60 5.80% 8.00% 25 846.90 846.13 0.77 5.80% 8.00% 26 846.90 846.32 0.58 5.67% 7.50% 27 846.90 846.32 0.58 4.60% 6.80% 28 849.20 848.13 1.07 5.40% 8.00% 29 849.20 848.37 0.83 6.83% 8.00% 30 849.20 848.43 0.77 5.40% 8.00% 31 850.10 848.68 1.42 5.40% 8.00% 32 850.10 848.97 1.13 5.33% 8.00% 33 850.10 849.22 0.88 1.60% 8.00% 34 849.00 848.34 0.66 5.40% 8.00% 35 848.60 848.02 0.58 3.20% 5.80% LOT BUILDING ELEVATIONS AND DRIVE SLOPES [FFE 6"ABOVE STREET/6" ABOVE GRADE] LOT #FFE GAR. LIP 8.00% FFE to GAR LIP Difference HIGH SIDE Slope LOW SIDE Slope 36 848.40 847.82 0.58 4.40% 6.80% 37 847.94 847.36 0.58 1.40% 10.00% 38 847.10 846.52 0.58 1.40% 10.00% 39 846.35 845.77 0.58 2.00% 5.60% 40 845.99 845.41 0.58 2.00% 5.40% 41 845.64 845.06 0.58 2.00% 5.60% 42 845.29 844.71 0.58 2.00% 5.60% 43 845.20 844.51 0.69 4.80% 8.00% 44 845.20 844.19 1.01 4.80% 8.00% 45 845.20 843.96 1.24 5.80% 8.00% 46 845.20 844.16 1.04 5.80% 8.00% 47 845.20 844.36 0.84 5.80% 8.00% 48 845.20 844.62 0.58 3.80% 6.00% 49 845.20 844.51 0.69 5.60% 8.00% 50 845.20 844.31 0.89 5.80% 8.00% 51 846.00 845.42 0.58 5.40% 7.60% 52 846.20 845.62 0.58 5.80% 8.00% 53 846.20 845.62 0.58 3.80% 3.80% 54 846.20 845.62 0.58 6.20% 6.80% 55 846.18 845.60 0.58 2.00% 4.40% 56 846.41 845.83 0.58 2.00% 4.20% 57 846.62 846.04 0.58 2.00% 4.40% 58 846.94 846.36 0.58 3.80% 6.00% 59 846.94 846.36 0.58 2.00% 3.20% 60 846.94 846.36 0.58 2.20% 3.40% 61 846.94 846.36 0.58 4.20% 6.40% 62 846.70 846.12 0.58 4.00% 6.20% 63 846.70 846.06 0.64 5.80% 8.00% 64 846.70 845.91 0.79 5.80% 8.00% 65 846.70 845.76 0.94 5.80% 8.00% 66 846.00 845.42 0.58 3.60% 5.80% 67 846.00 845.38 0.62 5.80% 8.00% 68 846.00 845.23 0.77 5.80% 8.00% 69 846.00 845.08 0.92 5.80% 8.00% DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 SI T E D E V E L O P M E N T P L A N C201 1" = 50 FT 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 2 0 0 S i t e D e v e l o p m e n t P l a n . d w g - C 2 0 1 Mo d i f i e d / B y : A u g u s t 3 1 , 2 0 1 8 2 : 2 9 : 5 5 P M / b h u f f Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 1 : 4 3 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T Know what's R TEMPC.O. 3' - 0 " 3' - 0 " 1'-4" 8" CONCRETEINFILL TOPSOILCOVER 1'-4" 8" FRONT VIEW SIDE VIEW TYPICAL WOOD BARRIER POST NTS 6"X6" TREATED WOOD POST @ 5' O.C. 6" Denotes Construction Limits EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS ALONGALL COMMON AREAS) ADA RAMP TO BE INSTALLED FOUNTAIN EMERGENCY FLOOD ROUTE LOT NUMBERPAD ELEVATION PROPOSED 6" UNDERDRAINS FINISH FLOOR ELEVATION IS BASED OFF OF THE BELOW 1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST.2. 6" (0.5') ABOVE THE MLAG MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2)FEET ABOVE THE 100-YEAR ELEVATION. 848.0 870 W > o o o 123.4 LAKE #1 AND BMP NOTE:PROJECT MUST ACCEPT THE RISK THAT POND ANDBMP TREATMENT TRAIN MODIFICATIONS MAY BEREQUIRED PRIOR TO FINAL DRAINAGE APPROVALTHAT WOULD ALTER THE PROPOSED DESIGN.POND WILL REQUIRE AN ACCEPTABLE LINER IFPERMEABLE SOILS AND/OR GROUND WATER AREENCOUNTERED. CROSS SECTION LAKE#1 (BMP) EXISTING GRADE 3131 BOTTOM = 817.00 o o oN.P. = 833.00 ELEV.=841.00T.O.B. 10' 831.00 NOT-TO-SCALE ELEV.=841.00T.O.B. 10' OVER EXCAVATE0.9" FOR SEDIMENTACCUMULATION PROTECTIVE SIGNAGESEE DETAIL ON SHT. C307 14 14 5' POND PERIMETERVEGETATION STRIP(SEDGE MEADOW) 16' POND PERIMETERVEGETATION STRIP(MESIC PRAIRIE MIX) 16' POND PERIMETERVEGETATION STRIP(MESIC PRAIRIE MIX) 5' PONDPERIMETERVEGETATION STRIP (SEDGEMEADOW) 5+50 842.9 3 6+50 843.53 7+50 843.96 HP7+35.78 843.99 LP8+03.78 843.70 3+00 845.4 3 4+00 845.9 8 5+00 845.30 2+50 845.0 8 3+50 845.7 9 6+50 844.86 GR D . C H G . 0+ 1 0 . 0 0 84 4 . 9 7 G R D . C H G . 0+ 8 5 . 7 7 84 5 . 5 0 GRD.CHG.1+59.70 846.02GR D . C H G . 2+ 2 6 . 4 5 84 4 . 3 9 GR D . C H G . 4+ 0 6 . 8 8 84 8 . 0 0 GR D . C H G . 0+ 1 0 . 0 0 84 3 . 6 2 LP 0+ 5 1 . 8 4 84 3 . 4 0 HP5+93.60 845.18 GRD.CHG.6+75.77 844.68 HP3+89. 7 9 846.0 0 LP5+49.98 845.02 GRD.CHG.0+58.87 850.97 GRD.CHG.0+10.00 850.98 GRD.CHG.0+33.25 851.34 GRD.CHG.0+51.00 851.02 1+ 5 0 84 3 . 9 3 2+ 5 0 84 4 . 8 6 3+ 5 0 84 6 . 8 6 8' TYP . W W W W W W W 80' R / W PUB L I C 5' S I D E W A L K 80' R/WPUBLIC 80' R/WPUBLIC 80' R/WPUBLIC 21' 21' 80' R / W PUBL I C 21' 21' 22'TYP. 22 ' TY P . 8'TYP. 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 10 ' B I K E L A N E 10 ' B I K E L A N E 10' B I K E L A N E 10 ' B I K E L A N E 5' SID E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SIDEWALK 5' SIDEWALK 20' 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B. L . 5' B.L . 5' B. L . 5' B.L . 5' B. L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . & D . & U . E . 22 ' TY P . 8'TYP. 5' B . L . 5' B. L . 5' B.L . CR O S S W A L K CROSSWALK CROSSWALK CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . E . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 0+ 0 0 84 9 . 9 0 1+ 0 0 84 9 . 4 4 2+ 0 0 85 0 . 8 1 3+ 0 0 84 9 . 6 5 4+ 0 0 84 8 . 4 4 5+ 0 0 84 8 . 8 3 6+ 0 0 84 7 . 2 0 9+00 843.0 9 11+00 843.0 1 12+0 0 843.68 1 3 + 0 0 8 4 3 . 3 1 0+ 5 0 84 9 . 6 0 2+ 5 0 85 0 . 5 5 3+ 5 0 84 8 . 7 5 4+ 5 0 84 8 . 7 6 5+ 5 0 84 8 . 0 5 6+ 5 0 84 6 . 3 5 7 + 5 0 8 4 4 . 6 5 8+5 0 843. 3 9 9+50 842.7 9 11+50 843.34 1 3 + 5 0 8 4 2 . 5 8 8+62 843.99 6+00 843.23 7+00 843.83843.83 1+ 0 0 84 5 . 6 0 0+ 5 0 84 5 . 2 5 LP 3+ 9 1 . 2 4 84 8 . 4 2 HP 4+ 8 0 . 7 2 84 8 . 9 2 LP10+10 . 7 0 842.4 8 HP12+43 . 2 6 843.9 2 G R D . C H G . 8+ 0 9 . 7 5 84 3 . 6 3 LP 0+ 8 8 . 9 1 84 9 . 4 1 HP 2+ 1 3 . 9 7 85 0 . 8 6 4+ 4 5 84 8 . 9 0 2+ 0 0 84 4 . 2 3 3+ 0 0 84 5 . 8 6 1+27 847.73 GRD.CHG.0+10.00 848.59 TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . KI N Z E R A V E . S H E L D O N P L A C E BARRYMORE DRIVE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W VAR. D.U.S.&L.M.A.E. 5+ 4 2 84 9 . 3 0 1+ 0 0 84 3 . 7 8 2+ 0 0 84 4 . 3 1 3+ 0 0 84 5 . 4 0 5+ 0 0 84 8 . 4 6 1+ 5 0 84 3 . 8 2 2+ 5 0 84 4 . 8 5 3+ 5 0 84 6 . 1 6 4+ 5 0 84 7 . 8 8 C.A.#5 GR D . C H G . 0+ 8 0 . 2 5 84 3 . 6 4 GR D . C H G . 1+ 0 0 . 2 5 84 3 . 7 8 GR D . C H G . 1+ 1 0 . 2 5 84 3 . 9 9 GR D . C H G . 1+ 2 8 . 7 5 84 3 . 6 1 GR D . C H G . 2+ 1 6 . 2 5 84 4 . 4 7 GR D . C H G . 3+ 3 6 . 7 0 84 5 . 8 1 GR D . C H G . 3+ 9 9 . 4 3 84 7 . 4 8 GR D . C H G . 4+ 8 5 . 0 8 84 8 . 1 6 W W C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. AS T O R L A N E (P U B L I C ) 50' R / W 50 ' R / W PU B L I C 5' SI D E W A L K (PRIVATE) (P R I V A T E ) (P R I V A T E ) TI L D E N W A Y (PRI V A T E ) MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC 844.7 844.7 844.7 844. 7 844. 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 844.4844.4 846.0 846.0 8 4 6 . 0 846.0 843.9 843.9 843.9 844.7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 5 84 9 . 3 84 8 . 7 8 4 6 . 0 845.0 850.5 851.2 848.7 843.7843.4843.7 843.7 843.5 84 4 . 5 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 9 . 3 84 8 . 7 844.7 846.0 846.0 843.9 844. 7 844.7 8 4 6 . 0 844.4 844.4 844.4844.4 843.9 843.9 84 3 . 9 84 3 . 9 844.7 844.7 844.7846.0 844.7844.7 8 4 4 . 7 8 4 4 . 7 8 4 6 . 0 843.9843.9 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 EM E R G E N C Y F L O O D R O U T E C202 1" = 50 FT Know what's R CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER & SANITARY SEWER LOCATES 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. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTINGONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRMTHERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES,STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'SRESPONSIBILITY. STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP(C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. FLOOD STATEMENTTHIS SITE DOES NOT LIE WITHIN A ZONE PER FIRM18057C0226G & 18057C0228G DATED NOVEMBER 19, 2014. VEGETATIVE COVEREXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS ONTHE SITE. LAND USE ADJACENT PROPERTIESNORTH: RESIDENTIALEAST: RESIDENTIALSOUTH: RESIDENTIALWEST: RESIDENTIAL NOTES TO CONTRACTOR: ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IFANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT ISILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORMSEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY R/W. EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALLBE LOCATED WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BERELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGH-OF-WAY LINE. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 2 0 2 E m e r g e n c y F l o o d R o u t e . d w g - C 2 0 2 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 1 : 5 8 : 4 8 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 2 : 3 4 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T Minimum Flood Protection GradesFrom Sections 104.02, 302.06 and 303.07 of the City of Carmel StormWater Technical Standards Manual1. Definitions a.Minimum Flood Protection Grade of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. b.Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well.2. Standard: Lowest Adjacent Grade a.General i.The Lowest Adjacent Grade for residential, commercial, or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b.For areas outside a Special Flood Hazards Area (SFHA) or FEMA or IDNR designated floodplain i.The Lowest Adjacent Grade for all residential, commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii.The Lowest Adjacent Grade for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii.In addition to the Lowest Adjacent Grade requirements, any basement floor must be at least a foot above the normal water level of any wet-bottom pond.3. Design Notes: a. Each lot that is adjacent to a pond, open ditch or flooding source has a flood protection grade. There are instances where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALLCOMMON AREAS) ADA RAMP TO BE INSTALLED LOT NUMBERPAD ELEVATION LOWEST MINIMUM ADJACENT GRADE(FLOOD PROTECTION)MINIMUM FLOOD PROTECTION GRADE PROPOSED 6" UNDERDRAINS FINISH FLOOR ELEVATION IS BASED OFF OF THE BELOW 1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST.2. 6" (0.5') ABOVE THE MLAG MINIMUM LOWEST ADJACENT GRADE (FLOOD PROTECTION) MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2) FEETABOVE THE 100-YEAR ELEVATION. EMERGENCY FLOOD ROUTING EMERGENCY OVERFLOW PONDING(FOR 100 YEAR STORM ASSUMING ALL INLETS ARE COMPLETELY CLOGGED.) 870 848.0 870 W > o o o XXX.X GRD . C H G . 0+1 0 . 0 4 842 . 7 2 GRD . C H G . 0+2 9 . 5 0 842 . 6 0 GR D . C H G . 0+8 5 . 0 9 843 . 6 4 GRD.CHG.0+11.33 843.40 0+39 843.60 0+5 0 842 . 9 9 1+50 842.53 2+50 842.0 6 3+50 842.7 1 4+50 842.9 1 5+50 842.9 3 6+50 843.53 7+50 843.96 LP4+98. 1 5 842.6 8 HP4+08. 7 9 843.1 1 HP7+35.78 843.99 LP8+03.78 843.70 LP2+60. 5 5 842.0 4 HP1+61.38 842.56 GRD.CHG. 0+10.00 841.63 GRD.CHG. 0+33.17 841.99 GRD.CHG. 0+45.08 841.91 LP 0+66.39 841.61 1 + 0 0 8 4 3 . 8 3 2+00 844.72 3+00 845.4 3 4+00 845.9 8 5+00 845.3 0 0+ 5 0 84 2 . 8 2 2+50 845.08 3+50 845.79 6+50 844.86 GR D . C H G . 0+ 1 0 . 0 0 84 4 . 9 7 G R D . C H G . 0+ 8 5 . 7 7 84 5 . 5 0 GR D . C H G . 0+ 1 0 . 0 0 84 3 . 6 2 LP 0+ 5 1 . 8 4 84 3 . 4 0 HP5+93.60 845.18 GRD.CHG.6+75.77 844.68 HP3+89. 7 9 846.0 0 GR D . C H G . 0+ 2 2 . 3 1 842 . 2 6 G R D . C H G . 1 + 1 3 . 2 0 8 4 4 . 1 0 GR D . C H G . 0+1 0 . 0 0 842 . 3 4 LP5+49.98 845.02 1+ 5 0 84 3 . 9 3 8' TYP . W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 5 ' S I D E W A L K 5' S I D E W A L K 21' 21' 2 2 ' T Y P . 8' TYP. 22'TYP. 5 ' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 10' BI K E L A N E 1 0 ' B I K E L A N E 1 0 ' B I K E L A N E 80' R/W PUBLIC 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SID E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWA L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L . 5' B.L . 5' B. L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TYP . 5' SID E W A L K 5' SI D E W A L K CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSS W A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S.S . E 21' I . E . E . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 21+ 5 5 838 . 5 8 9+00 11+0 0 843.0 1 12+0 0 843.6 8 13 + 0 0 84 3 . 3 1 14 + 0 0 84 1 . 8 5 16 + 0 0 8 4 0 . 4 8 1 7 + 0 0 8 3 8 . 8 8 18 + 0 0 83 8 . 8 9 19 + 0 0 83 8 . 3 0 20 + 0 0 83 7 . 7 0 9+50 842.7 9 11+5 0 843.3 4 1 3 + 5 0 8 4 2 . 5 8 15 + 5 0 84 1 . 3 1 16 + 5 0 8 3 9 . 6 5 18 + 5 0 83 8 . 6 0 19 + 5 0 83 8 . 0 0 20 + 5 0 83 7 . 6 9 8+62 843.99 2+00 842.3 7 3+00 842.2 8 6+00 843.23 7+00 843.83843.83 842.9 3 84 5 . 6 0 0 + 5 0 84 5 . 2 5 LP10+1 0 . 7 0 842.4 8 HP12+4 3 . 2 6 843.9 2 LP 1 4 + 3 9 . 5 1 8 4 1 . 5 8 HP 14 + 9 9 . 2 2 84 1 . 8 4 LP 20 + 2 6 . 3 7 83 7 . 5 9 LP 1 7 + 3 4 . 9 1 83 8 . 7 0 HP 17 + 8 8 . 8 4 83 8 . 9 0 1+ 3 2 84 3 . 9 7 1+ 0 0 843 . 7 4 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 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 o o o o o o o o o o o o o o o o o o o o o KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W W W 0+ 0 0 84 4 . 2 0 1+ 0 0 84 3 . 7 8 2+ 0 0 84 4 . 3 1 0+ 5 0 84 3 . 8 5 1+ 5 0 84 3 . 8 2 2+ 5 0 84 4 . 8 5 C.A.#5 GR D . C H G . 0+ 8 0 . 2 5 84 3 . 6 4 GR D . C H G . 1+ 0 0 . 2 5 84 3 . 7 8 GR D . C H G . 1+ 1 0 . 2 5 84 3 . 9 9 GR D . C H G . 1+ 2 8 . 7 5 84 3 . 6 1 GR D . C H G . 2+ 1 6 . 2 5 84 4 . 4 7 W W 838 . 1 9 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 50' R / W PU B L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C E M E R G E N C Y S P I L L W A Y > o o o > o o o 5' SID E W A L K 1 0 ' B I K E L A N E K I N Z E R A V E . KI N Z E R A V E . TYP. WOOD BARRIER POST (SEE DETAIL THIS SHEET) (PRIVATE) (P R I V A T E ) 24' TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W W N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= WET POND WITH NATIVE BANKS 833.00 835.69 837.21 839.65 817.00 1 5 ' 844.7 844.7 844.7 844.7 844. 7 8 4 2 . 6 8 4 2 . 6 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 3 . 9 844.4844.4 846.0 846.0 84 6 . 0 846.0 843.9 843.9 843.9 843.9 843.0 8 4 3 . 2 844.7 84 4 . 7 84 4 . 7 84 4 . 7 845.0 842.2 842.0 841.5 841.6 843.7 842.9 843.4843.7 838.2 838.1 839.0 839.0 838.7 842.6 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 3 . 9 84 4 . 7 84 4 . 7 844.7 846.0 846.0 843.9 8 4 3 . 2 844. 7 844.7 8 4 6 . 0 844.4 844.4 844.4844.4 843.9 843.9 84 3 . 9 84 3 . 9 84 3 . 9 84 3 . 9 843.9 843.0 8 4 2 . 6 8 4 2 . 6 844.7 844.7 844.7846.0 844.7844.7 8 4 4 . 7 84 4 . 7 843.9843.9 8 4 2 . 6 8 4 2 . 6 GRD . C H G . 0+1 0 . 0 4 842 . 7 2 GRD . C H G . 0+2 9 . 5 0 842 . 6 0 GR D . C H G . 0+8 5 . 0 9 843 . 6 4 GRD.CHG.0+11.33 843.40 0+39 843.60 0+5 0 842 . 9 9 1+50 842.53 2+50 842.0 6 3+50 842.7 1 4+50 842.9 1 5+50 842.9 3 6+50 843.53 7+50 843.96 LP4+98. 1 5 842.6 8 HP4+08. 7 9 843.1 1 HP7+35.78 843.99 LP8+03.78 843.70 LP2+60. 5 5 842.0 4 HP1+61.38 842.56 GRD.CHG. 0+10.00 841.63 GRD.CHG. 0+33.17 841.99 GRD.CHG. 0+45.08 841.91 LP 0+66.39 841.61 1 + 0 0 8 4 3 . 8 3 2+00 844.72 3+00 845.4 3 4+00 845.9 8 5+00 845.3 0 0+ 5 0 84 2 . 8 2 2+50 845.08 3+50 845.79 6+50 844.86 GR D . C H G . 0+ 1 0 . 0 0 84 4 . 9 7 G R D . C H G . 0+ 8 5 . 7 7 84 5 . 5 0 GR D . C H G . 0+ 1 0 . 0 0 84 3 . 6 2 LP 0+ 5 1 . 8 4 84 3 . 4 0 HP5+93.60 845.18 GRD.CHG.6+75.77 844.68 HP3+89. 7 9 846.0 0 GR D . C H G . 0+ 2 2 . 3 1 842 . 2 6 G R D . C H G . 1 + 1 3 . 2 0 8 4 4 . 1 0 GR D . C H G . 0+1 0 . 0 0 842 . 3 4 LP5+49.98 845.02 1+ 5 0 84 3 . 9 3 8' TYP . W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 5 ' S I D E W A L K 5' S I D E W A L K 21' 21' 2 2 ' T Y P . 8' TYP. 22'TYP. 5 ' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 10' BI K E L A N E 1 0 ' B I K E L A N E 1 0 ' B I K E L A N E 80' R/W PUBLIC 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SID E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWA L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L . 5' B.L . 5' B. L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TYP . 5' SID E W A L K 5' SI D E W A L K CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSS W A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S.S . E 21' I . E . E . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 21+ 5 5 838 . 5 8 9+00 11+0 0 843.0 1 12+0 0 843.6 8 13 + 0 0 84 3 . 3 1 14 + 0 0 84 1 . 8 5 16 + 0 0 8 4 0 . 4 8 1 7 + 0 0 8 3 8 . 8 8 18 + 0 0 83 8 . 8 9 19 + 0 0 83 8 . 3 0 20 + 0 0 83 7 . 7 0 9+50 842.7 9 11+5 0 843.3 4 1 3 + 5 0 8 4 2 . 5 8 15 + 5 0 84 1 . 3 1 16 + 5 0 8 3 9 . 6 5 18 + 5 0 83 8 . 6 0 19 + 5 0 83 8 . 0 0 20 + 5 0 83 7 . 6 9 8+62 843.99 2+00 842.3 7 3+00 842.2 8 6+00 843.23 7+00 843.83843.83 842.9 3 84 5 . 6 0 0 + 5 0 84 5 . 2 5 LP10+1 0 . 7 0 842.4 8 HP12+4 3 . 2 6 843.9 2 LP 1 4 + 3 9 . 5 1 8 4 1 . 5 8 HP 14 + 9 9 . 2 2 84 1 . 8 4 LP 20 + 2 6 . 3 7 83 7 . 5 9 LP 1 7 + 3 4 . 9 1 83 8 . 7 0 HP 17 + 8 8 . 8 4 83 8 . 9 0 1+ 3 2 84 3 . 9 7 1+ 0 0 843 . 7 4 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 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 o o o o o o o o o o o o o o o o o o o o o KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W W W 0+ 0 0 84 4 . 2 0 1+ 0 0 84 3 . 7 8 2+ 0 0 84 4 . 3 1 0+ 5 0 84 3 . 8 5 1+ 5 0 84 3 . 8 2 2+ 5 0 84 4 . 8 5 C.A.#5 GR D . C H G . 0+ 8 0 . 2 5 84 3 . 6 4 GR D . C H G . 1+ 0 0 . 2 5 84 3 . 7 8 GR D . C H G . 1+ 1 0 . 2 5 84 3 . 9 9 GR D . C H G . 1+ 2 8 . 7 5 84 3 . 6 1 GR D . C H G . 2+ 1 6 . 2 5 84 4 . 4 7 W W 838 . 1 9 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 50' R / W PU B L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C E M E R G E N C Y S P I L L W A Y > o o o > o o o 5' SID E W A L K 1 0 ' B I K E L A N E K I N Z E R A V E . KI N Z E R A V E . TYP. WOOD BARRIER POST(SEE DETAIL THIS SHEET) (PRIVATE) (P R I V A T E ) 24' TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W W N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= WET POND WITH NATIVE BANKS 833.00 835.69 837.21 839.65 817.00 1 5 ' EX 8" MA I N MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC 844.7 844.7 844.7 844.7 844. 7 8 4 2 . 6 8 4 2 . 6 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 3 . 9 844.4844.4 846.0 846.0 84 6 . 0 846.0 843.9 843.9 843.9 843.9 843.0 8 4 3 . 2 844.7 84 4 . 7 84 4 . 7 84 4 . 7 845.0 842.2 842.0 841.5 841.6 843.7 842.9 843.4843.7 838.2 838.1 839.0 839.0 838.7 842.6 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 4 . 7 84 3 . 9 84 4 . 7 84 4 . 7 844.7 846.0 846.0 843.9 8 4 3 . 2 844. 7 844.7 8 4 6 . 0 844.4 844.4 844.4844.4 843.9 843.9 84 3 . 9 84 3 . 9 84 3 . 9 84 3 . 9 843.9 843.0 8 4 2 . 6 8 4 2 . 6 844.7 844.7 844.7846.0 844.7844.7 8 4 4 . 7 84 4 . 7 843.9843.9 8 4 2 . 6 8 4 2 . 6 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 EM E R G E N C Y F L O O D R O U T E C203 1" = 50 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 2 0 2 E m e r g e n c y F l o o d R o u t e . d w g - C 2 0 3 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 1 : 5 8 : 4 8 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 3 : 0 8 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) ADA RAMP TO BE INSTALLED LOT NUMBERPAD ELEVATION LOWEST MINIMUM ADJACENT GRADE (FLOOD PROTECTION) MINIMUM FLOOD PROTECTION GRADE PROPOSED 6" UNDERDRAINS FINISH FLOOR ELEVATION IS BASED OFF OF THEBELOW1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST.2. 6" (0.5') ABOVE THE MLAG MINIMUM LOWEST ADJACENT GRADE (FLOODPROTECTION) MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2) FEETABOVE THE 100-YEAR ELEVATION. EMERGENCY FLOOD ROUTING EMERGENCY OVERFLOW PONDING (FOR 100 YEAR STORM ASSUMING ALL INLETS ARECOMPLETELY CLOGGED.) 870 848.0 870 W > o o o XXX.X W W W W W W W W W W W W W W W W W W 5' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 10 ' B I K E L A N E 10' BI K E L A N E 5' SI D E W A L K 5' SID E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SID E W A L K 5' SIDEWALK 5' SIDEWALK 5' SI D E W A L K 5' SI D E W A L K CR O S S W A L K CROSSWALK CROSSWALK CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSS W A L K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W C.A.#5 C.A.#2 C.A.#3 C.A.#4 C.A.#7 C.A.#8 C.A.#6 45 46 47 AS T O R L A N E (P U B L I C ) 5' SID E W A L K 1 0 ' B I K E L A N E (PRIVATE) (P R I V A T E ) (P R I V A T E ) TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W 16 COMPARTMENT2 PARCEL CBU (#1570-16)SERVING LOTS38-50 & FUTURE LOTS132-134 12 COMPARTMENT1 PARCEL CBU (#1570-12)SERVING LOTS 22-25 & 51-58 16 COMPARTMENT2 PARCEL CBU (#1570-16)SERVING LOTS10-21 & 59-62 16 COMPARTMENT2 PARCEL CBU (#1570-16)SERVING LOTS1-9 & 63-69 12 COMPARTMENT1 PARCEL CBU (#1570-12)SERVING LOTS 26-37 W W W W W 5 ' S I D E W A L K 5' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 1 0 ' B I K E L A N E 1 0 ' B I K E L A N E 5' SIDEWALK 5' SI D E W A L K 5' SI D E W A L K CROSS W A L K STEINBECK PLACE W W W W W W W W W W W W W C.A.#1 FUTUREAMENITY AREA E M E R G E N C Y S P I L L W A Y > o o o > o o o K I N Z E R A V E . KI N Z E R A V E . TYP. WOOD BARRIER POST(SEE DETAIL THIS SHEET) (PRIVATE) VA L E N T I N E L A N E W W W 1 5 ' DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 SI D E W A L K & M A I L B O X P L A N C204 1" = 50 FT 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 2 0 4 S i d e w a l k & M a i l b o x P l a n . d w g - C 2 0 4 Mo d i f i e d / B y : J u n e 1 5 , 2 0 1 8 1 : 5 3 : 1 8 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 4 : 2 2 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T CROSSWALK ADA RAMP TO BE INSTALLED C.A.#5 C.A.#4 C.A.#7 C.A.#8 C.A.#6 SF S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF EX 16" MAIN EX 8 " MAI N MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC EARTHWORK CONTRACTORSHALL INSTALL 20' x 150'MIN. STONE ACCESS DRIVEPRIOR TO CONSTRUCTION PORT-O-LET FUEL OIL TANK(DOUBLE WALL) CONCRETEWASHOUT AREA CONSTRUCTIONDUMPSTER POSTING SIGNLOCATION S F SF S F S F SF S F SF SF SF DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C300 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Temporary "Coconut Fiber Mat" orBelow Grade " Drop Inlet Protection Basket" Temporary "Drop Inlet Protection Basket", "Sediment Control Devices" SF SF SF 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 0 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 4 : 4 6 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRY PHONE: (317) 564-7301 9.) GENERAL CONSTRUCTION SEQUENCE 1. The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing onthe site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours prior to start of construction.2.Following the required pre-construction meeting the contractor shall construct the “posting informationcenter” on the Northeast side of the proposed construction entrance. The location of the posting informationcenter is shown on Sheet C300-C301. The posting information center is the location where a copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to belocated. The contractor shall proceed to construct the construction entrance after all posting requirementshave been met.3. Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C304.4. After the maintenance and refueling area is constructed, the contractor shall construct the concrete washoutarea per the specifications on Sheet C304. Concrete washout shall not be required if concrete truck isequipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal. 5. Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 and C301. Thedetails and specifications for silt fence installation are located on Sheet C304.6. The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown onSheet C300 and C301. The details and specifications for the drop inlet baskets and fiber mats on Sheet C304. 7. When the “existing” site/construction limits are completely stabilized, the contractor shall start stripping theexisting top soil within the construction limits.8. The contractor shall proceed to grade the site. The material to grade the site shall be excavated per theproposed cut & fills as shown on Sheet C200.9. Contractor shall cut proposed swales. Swales shall be seeded and mulched immediately upon completion.10. The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C302. Thedetails and specifications for the erosion control blanket can be found on Sheet C30411. Contractor shall excavate around existing manholes 24 & 26 and expose the proposed connection point forthe gravity sanitary sewer for this project.12. The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossingsare encountered.13. Contractor shall install water main. The trench area shall be seeded and mulched immediately following theinstallation of the water main.14. The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the methodchosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior toleaving the site.15. Contractor shall install all concrete roll curb.16. Contractor shall install all asphalt pavement.17. Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded and mulched immediately following the installation of eachutility.18. The contractor shall permanent seed all areas between the back of curb and the constructed pads and all otherareas that are illustrated on Sheets C302. The seed mixture and rate can be found on Sheet C302 19. The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.After the inspector approves the site conditions the contractor shall remove all temporary erosion controlpractices.20. The post-construction erosion control practices then become the responsibility of the developer of this project.21. The developer of this project shall continue to monitor this site for good house keeping on thepost-construction BMP's until a NOT is filed with IDEM. C.A.#5 C.A.#2 C.A.#3 C.A.#1 C.A.#4 SF SF SF SF SF S F S F S F S F S F SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F EX 8" MA I N MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC TEMP. SOILSTOCKPILE RISER PIPE EX. 36" TEMP 12"HDPE SOUTH HALF OFEX. POND SHALL BEUSED FOR TEMP.SEDIMENT BASIN DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C301 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Temporary "Coconut Fiber Mat" orBelow Grade " Drop Inlet Protection Basket" Temporary "Drop Inlet Protection Basket", "Sediment Control Devices" SF SF SF 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 1 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 4 : 5 9 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRY PHONE: (317) 564-7301 9.) GENERAL CONSTRUCTION SEQUENCE 1. The contractor shall schedule a Pre-construction meeting with the City ofCarmel prior to any constructing on the site being started. The contractorand/or developer shall notify IDEM and the City of Carmel 48 hours prior tostart of construction.2. Following the required pre-construction meeting the contractor shall constructthe “posting information center” on the Northeast side of the proposedconstruction entrance. The location of the posting information center is shownon Sheet C300-C301. The posting information center is the location where acopy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signedO&M Manual and Maintenance Logs are to be located. The contractor shallproceed to construct the construction entrance after all posting requirementshave been met.3. Immediately following the installation of the construction entrance, thecontractor shall construct the maintenance and refueling area. Please refer tothe maintenance and refueling area detail on Sheet C304.4. After the maintenance and refueling area is constructed, the contractor shallconstruct the concrete washout area per the specifications on Sheet C304.Concrete washout shall not be required if concrete truck is equipped withself-contained chute system, similar to system provided by Enviroguard, orapproved equal.5. Prior to any earth moving the contractor shall install all silt fence as shown onSheet C300 and C301. The details and specifications for silt fence installationare located on Sheet C304.6. The contractor shall protect all existing inlets with drop inlet protection basketsand fiber mats as shown on Sheet C300 and C301. The details andspecifications for the drop inlet baskets and fiber mats on Sheet C304.7. When the “existing” site/construction limits are completely stabilized, thecontractor shall start stripping the existing top soil within the constructionlimits.8. The contractor shall proceed to grade the site. The material to grade the siteshall be excavated per the proposed cut & fills as shown on Sheet C200.9. Contractor shall cut proposed swales. Swales shall be seeded and mulchedimmediately upon completion.10. The Contractor shall install the proposed erosion control blanket in all swalesas shown on Sheet C302. The details and specifications for the erosion controlblanket can be found on Sheet C30411. Contractor shall excavate around existing manholes 24 & 26 and expose theproposed connection point for the gravity sanitary sewer for this project.12. The proposed storm sewer and sanitary sewer shall be installed concurrentlywith each other when crossings are encountered. 13. Contractor shall install water main. The trench area shall be seeded andmulched immediately following the installation of the water main.14. The contractor shall prepare the sub-grade for the proposed road system. Iflime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to leaving the site.15. Contractor shall install all concrete roll curb.16. Contractor shall install all asphalt pavement.17. Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded andmulched immediately following the installation of each utility.18. The contractor shall permanent seed all areas between the back of curb and theconstructed pads and all other areas that are illustrated on Sheets C302. The seed mixture and rate can be found on Sheet C30219. The contractor shall schedule a site inspection with the City of Carmel toensure that the site is stabilized. After the inspector approves the siteconditions the contractor shall remove all temporary erosion control practices. 20. The post-construction erosion control practices then become the responsibilityof the developer of this project.21. The developer of this project shall continue to monitor this site for good housekeeping on the post-construction BMP's until a NOT is filed with IDEM. 838 834 10' WE I R TEMPORARY SEDIMENTBASIN DETAIL NOT-TO-SCALE ELEV.=837ELEV.=836 837 837 838 838 838 15 0 ' ± 10 0 ' ± 140'± 150'± AS H D R I V E 8' TYP . 80' R / W PUB L I C 5' S I D E W A L K 80' R/WPUBLIC 80' R/WPUBLIC 80' R/WPUBLIC 21' 21' 80' R/ W PUBL I C 21' 21' 22' TYP. 22 ' TY P . 8'TYP. 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 10 ' B I K E L A N E 10 ' B I K E L A N E 10' B I K E L A N E 10 ' B I K E L A N E 5' SID E W A L K 5' SI D E W A L K 5' S I D E W A L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B. L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 22 ' TY P . 8'TYP. CR O S S W A L K CROSSWALK CROSSWALK 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. 31' D.U.&S.S.E 21' I.E.E. 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . KI N Z E R A V E . S H E L D O N P L A C E BARRYMORE DRIVE W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W VAR. D.U.S.&L.M.A.E. C.A.#5 W W W C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. AS T O R L A N E (P U B L I C ) 5' SI D E W A L K (PRIVATE) (P R I V A T E ) (P R I V A T E ) SF S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF EX 16" MAIN EX 8 " MAI N MOHAWK WB LLC MOHAWK WB LLC EARTHWORK CONTRACTORSHALL INSTALL 20' x 150'MIN. STONE ACCESS DRIVEPRIOR TO CONSTRUCTION PORT-O-LET FUEL OIL TANK(DOUBLE WALL) CONCRETEWASHOUT AREA CONSTRUCTIONDUMPSTER POSTING SIGNLOCATION S F SF S F SF S F SF S F SF SF DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C302 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Temporary "Coconut Fiber Mat" or Below Grade " Drop Inlet Protection Basket" Temporary "Drop Inlet Protection Basket", "Sediment Control Devices" A9.Specific Points Where Stormwater Discharge Will Leave this Site: This site will discharge to proposed lake and outlet to existing ditch,ultimately to Cool Creek. SF SF SF NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUETO DEWATERING SHALL OUTLET THROUGHEXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATERQUALITY. NOTE: 1. ANY ADDITIONAL EROSION CONTROL MEASURESMAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKEPLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. 3. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 2 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 5 : 1 3 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRY PHONE: (317) 564-7301 8' TYP . W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 5 ' S I D E W A L K 5' S I D E W A L K 21' 21' 2 2 ' T Y P . 8' TYP. 22'TYP. 5' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 10' B I K E L A N E 1 0 ' B I K E L A N E 1 0 ' B I K E L A N E 80' R/WPUBLIC 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SI D E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWA L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B. L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B. L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B. L . 5' B.L . 5' B.L. 5 ' B . L . 9'TYP. 20' TY P . 9' TY P . 20'TYP. 22'TYP. 8' TYP . 5' SI D E W A L K 5' SI D E W A L K CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSSW A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . E . 5' B. L . & D . & U . E . 5' B . L . & D . & U . 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 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 o o o o o o o o o o o o o o o o o o o o o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2440 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W W W C.A.#5 W W 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 45 46 47 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C E M E R G E N C Y S P I L L W A Y > o o o > o o o 5' SI D E W A L K 1 0 ' B I K E L A N E K I N Z E R A V E . KI N Z E R A V E . TYP. WOOD BARRIER POST(SEE DETAIL THIS SHEET) (PRIVATE) 30' (P R I V A T E ) 24' TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W W N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= WET POND WITH NATIVE BANKS 833.00 835.69 837.21 839.65 817.00 1 5 ' S F S F S F S F S F S F S F S F S F S F SF SF SF S F S F SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF S F S F SF S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF SF S F S F S F S F S F S F S F S F S F S F SF SF SF SF S F S F S F S F S F SF SF SF SF M M TEMP. SOIL STOCKPILE RISER PIPE EX. 36" TEMP 12"HDPE SOUTH HALF OF EX. POND SHALL BE USED FOR TEMP. SEDIMENT BASIN 8' TYP . W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 5 ' S I D E W A L K 5' S I D E W A L K 21' 21' 2 2 ' T Y P . 8' TYP. 22'TYP. 5 ' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 10' B I K E L A N E 1 0 ' B I K E L A N E 1 0 ' B I K E L A N E 80' R/WPUBLIC 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SI D E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWA L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B. L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B. L . 5' B.L . 5' B.L. 5 ' B . L . 9'TYP. 20' TY P . 9' TY P . 20' TYP. 22'TYP. 8' TYP . 5' SI D E W A L K 5' SID E W A L K CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSSW A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . E . 5' B. L . & D . & U . E . 5' B . L . & D . & U . 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 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 o o o o o o o o o o o o o o o o o o o o o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2440 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W W W C.A.#5 W W 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 45 46 47 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C E M E R G E N C Y S P I L L W A Y > o o o > o o o 5' SI D E W A L K 1 0 ' B I K E L A N E K I N Z E R A V E . KI N Z E R A V E . TYP. WOOD BARRIER POST(SEE DETAIL THIS SHEET) (PRIVATE) 30' (P R I V A T E ) 24' TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W W N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= WET POND WITH NATIVE BANKS 833.00 835.69 837.21 839.65 817.00 1 5 ' SF SF SF SF SF SF S F S F S F S F S F SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F M M EX 8" MAI N MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC TEMP. SOIL STOCKPILE RISER PIPE EX. 36" TEMP 12"HDPE SOUTH HALF OF EX. POND SHALL BE USED FOR TEMP. SEDIMENT BASIN DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C303 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Temporary "Coconut Fiber Mat" orBelow Grade " Drop Inlet Protection Basket" Temporary "Drop Inlet Protection Basket", "Sediment Control Devices" A9.Specific Points Where Stormwater Discharge Will Leave this Site: This site will discharge to proposed lake and outlet to existing ditch, ultimately to Cool Creek. SF SF SF NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUETO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THATWILL NOT ADVERSELY IMPACT STORM WATERQUALITY. NOTE: 1. ANY ADDITIONAL EROSION CONTROL MEASURESMAY BE REQUIRED IN THE FIELD BY THEINSPECTOR. 2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKEPLACE IN THE FORM OF TEMPORARY SEEDING,MULCH, OR SPRAY ON POLYMER. 3. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 3 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 5 : 4 3 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRY PHONE: (317) 564-7301 Denotes temporary seeding & mulching. Seeding rate:Seeding mixture:50#/acre100% perennial rye Denotes Rock Check Dam 8' TYP . 80' R / W PU B L I C 5' S I D E W A L K 80' R/WPUBLIC 80' R/WPUBLIC 80' R/WPUBLIC 21' 21' 80' R/ W PUBL I C 21' 21' 22'TYP. 22 ' TY P . 8'TYP. 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 10 ' B I K E L A N E 10 ' B I K E L A N E 10' BI K E L A N E 10 ' B I K E L A N E 5' SI D E W A L K 5' SID E W A L K 5' S I D E W A L K 5' S I D E W A L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 22 ' TY P . 8'TYP. CR O S S W A L K CROSSWALK CROSSWALK 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D.U.&S.S.E 21' I.E.E. 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 51 52 53 54 TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . KI N Z E R A V E . S H E L D O N P L A C E BARRYMORE DRIVE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W VAR. D.U.S.&L.M.A.E. C.A.#5 W W W C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. AS T O R L A N E (P U B L I C ) 5' SID E W A L K (PRIVATE) (P R I V A T E ) (P R I V A T E ) SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 8' TYP . 80' R / W PU B L I C 5' S I D E W A L K 80' R/WPUBLIC 80' R/WPUBLIC 80' R/WPUBLIC 21' 21' 80' R/ W PUBL I C 21' 21' 22'TYP. 22 ' TY P . 8'TYP. 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 10 ' B I K E L A N E 10 ' B I K E L A N E 10' BI K E L A N E 10 ' B I K E L A N E 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 22 ' TY P . 8'TYP. CR O S S W A L K CROSSWALK CROSSWALK 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D.U.&S.S.E 21' I.E.E. 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 51 52 53 54 TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . KI N Z E R A V E . S H E L D O N P L A C E BARRYMORE DRIVE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W VAR. D.U.S.&L.M.A.E. C.A.#5 W W W C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. AS T O R L A N E (P U B L I C ) 5' SI D E W A L K (PRIVATE) (P R I V A T E ) (P R I V A T E ) SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF EX 16" MAIN EX 8 " MA I N MOHAWK WB LLC MOHAWK WB LLC DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C304 1" = 50 FT NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGHEXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATERQUALITY. NOTE:1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. 3. CONTRACTOR TO STAY WITHIN CONSTRUCTIONLIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. LEGEND Denotes Silt Fence Denotes Construction Limits Denotes permanent seeding & mulch areas Seeding rate: Seeding mixture: l30#/acre or 3#/l000 S.F. 25% creeping red fescue 35% perennial rye40% Kentucky bluegrass Denotes seeding w/fiber blanket #S75 by North American Green Seeding rate:Seeding mixture:ll0#/acre or 2.5#/l000 S.F.38% Kentucky 3l fescuel9% perennial rye l9% annual rye l4% orchard grass l0% Kentucky bluegrass Denotes temporary seeding & mulching. Seeding rate:Seeding mixture:50#/acre100% perennial rye 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 4 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 6 : 1 2 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRY PHONE: (317) 564-7301 8' TY P . W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 5 ' S I D E W A L K 5' S I D E W A L K 21' 21' 2 2 ' T Y P . 8' TYP. 22'TYP. 5 ' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 10' BI K E L A N E 1 0 ' B I K E L A N E 1 0 ' B I K E L A N E 80' R/W PUBLIC 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SID E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWA L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B. L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L . 5' B.L . 5' B. L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TYP . 5' SID E W A L K 5' SI D E W A L K CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSS W A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S.S . E 21' I . E . E . 5' B. L . & D . & U . E . 5' B . L . & D . & U . 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 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 o o o o o o o o o o o o o o o o o o o o o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2440 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W W W C.A.#5 W W 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 45 46 47 50' R / W PU B L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C E M E R G E N C Y S P I L L W A Y > o o o > o o o 5' SI D E W A L K 1 0 ' B I K E L A N E K I N Z E R A V E . KI N Z E R A V E . TYP. WOOD BARRIER POST (SEE DETAIL THIS SHEET) (PRIVATE) 30' (P R I V A T E ) 24' TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W W N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= WET POND WITH NATIVE BANKS 833.00 835.69 837.21 839.65 817.00 1 5 ' S F S F S F S F S F S F S F S F S F S F SF SF SF S F S F SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF S F S F SF S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF SF S F S F S F S F S F S F S F S F S F S F SF SF SF SF M M 4" OF #53 STONEOVER EXISTINGPARKING ANDPROPOSED 24' DRIVE 5' POND PERIMETER VEGETATIONSTRIP MESIC PRARIE MIX ALONG W/ 16' POND PERIMETER VEGETATION STRIP SEDGE MEADOW 8' TY P . W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 5 ' S I D E W A L K 5' S I D E W A L K 21' 21' 2 2 ' T Y P . 8' TYP. 22'TYP. 5' S I D E W A L K 5 ' S I D E W A L K 5' S I D E W A L K 10' BI K E L A N E 1 0 ' B I K E L A N E 1 0 ' B I K E L A N E 80' R/W PUBLIC 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SI D E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWA L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B. L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L . 5' B.L . 5' B. L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TYP . 5' SID E W A L K 5' SI D E W A L K CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSS W A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S.S . E 21' I . E . E . 5' B. L . & D . & U . E . 5' B . L . & D . & U . 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 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 o o o o o o o o o o o o o o o o o o o o o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2440 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W W W C.A.#5 W W 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 45 46 47 50' R / W PU B L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C E M E R G E N C Y S P I L L W A Y > o o o > o o o 5' SI D E W A L K 1 0 ' B I K E L A N E K I N Z E R A V E . KI N Z E R A V E . TYP. WOOD BARRIER POST (SEE DETAIL THIS SHEET) (PRIVATE) 30' (P R I V A T E ) 24' TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W W N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= WET POND WITH NATIVE BANKS 833.00 835.69 837.21 839.65 817.00 1 5 ' S F S F S F S F S F S F S F S F S F S F SF SF SF S F S F SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF S F S F SF S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF SF S F S F S F S F S F S F S F S F S F S F SF SF SF SF M M EX 8" MA I N MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC 4" OF #53 STONEOVER EXISTINGPARKING ANDPROPOSED 24' DRIVE 5' POND PERIMETER VEGETATIONSTRIP MESIC PRARIE MIX ALONG W/ 16' POND PERIMETER VEGETATION STRIP SEDGE MEADOW DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C305 1" = 50 FT NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUETO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THATWILL NOT ADVERSELY IMPACT STORM WATERQUALITY. NOTE: 1. ANY ADDITIONAL EROSION CONTROL MEASURESMAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKEPLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. 3. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. LEGEND Denotes Silt Fence Denotes Construction Limits Denotes permanent seeding & mulch areas Seeding rate: Seeding mixture: l30#/acre or 3#/l000 S.F. 25% creeping red fescue 35% perennial rye 40% Kentucky bluegrass Denotes seeding w/fiber blanket #S75 by North American Green Seeding rate:Seeding mixture:ll0#/acre or 2.5#/l000 S.F.38% Kentucky 3l fescuel9% perennial ryel9% annual rye l4% orchard grass l0% Kentucky bluegrass Denotes temporary seeding & mulching. Seeding rate: Seeding mixture: 50#/acre 100% perennial rye 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 5 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 6 : 4 6 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRY PHONE: (317) 564-7301 DENOTES DO NOT MOW OR SPRAY SIGN(SEE DETAIL ON SHEET C306) Denotes RIPRAP M Denotes Rock Check Dam Denotes sedge meadow seed mix w/fiber blanket #S150 by North American Green Denotes mesic prairie seed mix w/fiber blanket #S150 by North American Green WET POND NATIVE BANKSEEDING DETAIL 5'16'No r m a l P o o l o o o To p o f B a n k Mesic praire seed mix To be placed adjacent to the sedge meadow mixaround entire perimeter of ponds as shown. Seedimensions this sheet. Requires erosion controlblanket (see seed mix chart sheet C308) Spence sedge meadow seed mix To be placed directly adjacent to thepermanent pool around entire pondperimeter as shown. See dimensions thissheet. Requires erosion control blanket (see seed mix chart sheet C308) Fiber Blanket DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C306 FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRY PHONE: (317) 564-7301 SITE NAME PROJECT LOCATIONThe property is located South of 126th Street and West of Keystone Parkway Latitude: 39º 58' 03" N Longitude: 86º 07' 04" W OWNER'S INFORMATION 1.) WATERSHED HYDROLOGIC UNIT CODE (HUC) 05120201090030 Cool Creek-Grassy Branch/Little Cool Creek 13.) MATERIAL HANDLING AND SPILL PREVENTION PLAN 2.) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH POST-CONSTRUCTIONSTORMWATER QUALITY MEASURE 5.) DESCRIPTION OF OPERATION AND MAINTENANCE GUIDELINES FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES 3.) SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATIONPlease see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetlandplugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with the projects Water Quality and O&M manuals. For Post Construction Storm Water Quality measures please see the O&M manual for this project along with the "OverallDrainage and Water Quality Master Plan" prepared for The Legacy, East Carmel, LLC prepared by Williams Creek Consulting,Inc., (approval to be implemented with subsequent construction). 2.) NAME OF ALL RECEIVING WATERS 3.) PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10 year) Post-construction 10-year discharge: 2.055 cfs 4.) SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THIS SITE There should be no potential discharges into the groundwater on this site. 5.) LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (abandoned wells or sinkholes) 6.) SOILS MAP WITH DESCRIPTIONS AND LIMITATIONS Soil information from the Hamilton County Soil Survey is shown on Sheet C307. This includes a copy ofthe soil map, descriptions of the soils and a description of how this site will accommodate existing soil limitations. 7.) DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below)2. Construction waste material3. Fuel storage areas and fueling stations4. Exposed soils 5. Leaking vehicles and equipment6. Sanitary waste from temporary toilet facilities7. Litter8. Windblown dust9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site.1. Structural fill2. Road base3. Concrete drainage pipe4. Concrete culverts5. Precast concrete manholes Silt fences shall be installed with the contour of the slopes.Max. Slope Length above Silt Fence (Ft.) Land Slope % 10075502515 < 22-155-1010-207-20 8.) TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES b. For dimensions of these measures see sheets C300-303 d. For Construction details for these measures see sheet C307-C308. a. Construction entrance will be in place prior to this phase of construction. Entrance is shown for reference on Sheet C300 and C302. The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the stage of construction. Refer to Sheet C302-C303 for locations and refer to Sheet C307 for details. Manufactured products such as the Dandy Bag or Catch-All products may also be used at the contractor's discretion. Manufactured products shall be installed in accordance with the manufacturer's specifications. c. Detention basins shall be used to extend detention times to achieve stormwater quality. Rip Rap will be used at each of the stormwater outletswhere not connecting into existing manholes. Erosion control blankets will be utilized as grade-stabilization structures. Sheet flow areaswill be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1(horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300. e. Monitoring and maintenance guidelines: 9.) GENERAL CONSTRUCTION SEQUENCE West of Proposed Lake 10.) LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS 11.) TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASONRefer to Sheet C307, within the Seasonal Soil Protection Chart. 12.) EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS 14.) OPERATOR'S INFORMATION SWPPP FOR CONSTRUCTION SITES SWPPP FOR POST-CONSTRUCTION 1.) DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE 4.) STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal. Dumpsters and A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the facility. port-o-lets are not to be placed in the street. Dust Control/Off-site Vehicle Tracking During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked into existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. Inspection Schedule/Reporting All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until an NOT isissued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, and the Project. Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on-site reports may be requested by inspections conducted by the local MS-4. Construction Entrance Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls. Material Storage Inspections Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports. Soil Stabilization Inspections Erosion and Sediment Control Inspections All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls: 1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored.2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfallevent. 3. Mulching: Inspected for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform protection. 4. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence.5. Stabilized Construction Entrance: Periodic regrading and top dressing with additional stones. 6. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule.7. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets. Material Handling and Spill Prevention Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local MS-4. Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized.3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. The proposed land use will consist of single family residential houses. The pollutants and sources of each pollutant normally expected from these types of land uses are listed below: Pollutant Source: Passenger vehicles, delivery vehicles, and trucks Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials Pollutant Source: ResidenceType of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distributions operations), uneaten food products, bacteria Pollutant Source: RoadwayType of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments, wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfaces Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides The anticipated pollution sources are the vehicles that will use these future facilities, including both truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, antifreeze and other pollutants associated with vehicular traffic. Department One, Civic Square, attention Storm Water Administrator. Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once allproposed roads are covered with pavement. And the remainder of the site has a stand of vegetation with at least 70% of the backgroundvegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative willwater, fertilize, and reseed disturbed areas as needed to achieve this goal. 10. Concrete wash-out11. Groundwater Chemical oxygen demand and Iron. Spill Response Directions Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. Inthe event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released,the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local MS-4. In the event of small spills, please contact the constructionsupervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. Inthe event of spills that have potential groundwater or surface water contamination, please contact the construction supervisor, developer, County Surveyor's Office, Local Emergency Response,IDEM, and the City of Carmel Utility Department. Hamilton County Surveyor: 317-776-8495 Carmel Fire Department: 317-571-2600 IDEM: 317-356-2411 Carmel Utilities: 317-571-2645 Cool Creek. Local Emergency Response: 911 Refer to individual building lot detail on sheet C307. Mohawk WB, LLC c/o Platinum Properties Management Co, LLC9757 Westpoint Drive, Suite 600 Indianapolis, Indiana 46256Contact: Edward E. FlemingPhone: (317) 564-7301 a. Inlets/Sump Catch Basins - The proposed inlets will prevent large debris such as paper, trash and construction material from entering the storm sewer. The sump catch basins (Str. #403, #422, #438, & #461 are storm structures constructed with a sump which serves asa sediment storage basin that can be accessed and cleaned out when necessary. The inlet castings are also stamped with an environmental protection stamp informing the public not to pollute the environment. Inlets and inlet castings specifications can befound on Sheet C801.b.Wet Pond: - The design and location of the wet pond is shown on sheet C200.c.Pond Perimeter Vegetation - The location of the vegetated strip around the Wet Pond can be found on sheet C305. Seeding specifications can be found on sheet C308.d.BMP - One Structural BMP will be a component of the water quality for this project. The BMP is located between Storm Structures #422 & #405. The BMP Structure #422A will be a CDS5678-10-C (see Sheet C201 for location). Please see details on Sheet C805 and the O & M Manual for further information on all structures. 1. The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing onthe site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hoursprior to start of construction.2. Following the required pre-construction meeting the contractor shall construct the “posting informationcenter” on the Northeast side of the proposed construction entrance. The location of the posting informationcenter is shown on Sheet C300-C302. The posting information center is the location where a copy of theapproved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to belocated. The contractor shall proceed to construct the construction entrance after all posting requirements have been met.3. Immediately following the installation of the construction entrance, the contractor shall construct themaintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307.4. After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C307. Concrete washout shall not be required if concrete truck isequipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.5. Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 and C302. Thedetails and specifications for silt fence installation are located on Sheet C304. 6. The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown onSheet C300 - C303. The details and specifications for the drop inlet baskets and fiber mats on Sheet C307.7. When the “existing” site/construction limits are completely stabilized, the contractor shall start stripping theexisting top soil within the construction limits. 8. Dewatering of the existing ponds must commence prior to grading the site. This will allow contractor toestablich the temp. sediment basin and associated temporary riser pipe to control sediment from leaving thesite. Dewatering of the ponds should be done by a floating intake and water shall be sent to a dewateringfilter bag or temp. sediment basin prior to any water leaving the site. 9. The contractor shall proceed to grade the site. The material to grade the site shall be excavated per theproposed cut & fills as shown on Sheet C200 - C201.10. Contractor shall excavate around the existing sanitary manhole and expose the proposed connection point forthe gravity sanitary sewer for this project. 11. The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossingsare encountered.12. Contractor shall install water main. The trench area shall be seeded and mulched immediately following theinstallation of the water main. 13. The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the methodchosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior toleaving the site.14. Contractor shall install all concrete roll curb. 15. Contractor shall install all asphalt pavement.16. Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of thecontractor to ensure that the trench area is seeded and mulched immediately following the installation of eachutility.17. The contractor shall permanent seed all areas between the back of curb and the constructed pads and all otherareas that are illustrated on Sheets C304 - C305. The seed mixture and rate can be found on Sheet C30718. The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.After the inspector approves the site conditions the contractor shall remove all temporary erosion controlpractices.19. The post-construction erosion control practices then become the responsibility of the developer of thisproject.20. The developer of this project shall continue to monitor this site for good house keeping on thepost-construction BMP's until a NOT is filed with IDEM. GRAMERCY SECTION 1 The area scheduled for construction is known as "Gramercy Section 1 (hereinafter referredto as the "Project"). Mohawk WB, LLC c/o Platinum Properties Management Co, LLC9757 Westpoint Drive, Suite 600Indianapolis, Indiana 46256Contact: Tim Berry Phone: (317) 564-7301 This site will discharge to proposed Lake #1 and ultimately outlets to Cool Creek. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 6 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 6 : 5 4 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T Please see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetlandplugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with theprojects Water Quality and O&M manuals. Please see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetlandplugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with theprojects Water Quality and O&M manuals. DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C307 FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRYPHONE: (317) 564-7301 STABILIZATION PRACTICE PERMANENTSEEDING DORMANTSEEDING SEEDING SODDING MULCHING JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. A *///////////* *///> B > B > E *////////* > F** *//////////////* > G > SEASONAL SOIL PROTECTION CHART MAINTENANCE1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDEDREPAIRS IMMEDIATELY.2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGEFOR THE NEXT RAIN.3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALLBARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADETHE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. #4 GAGE WIRE FILTER FABRIC YARD GRASS SILT PROTECTION FORDITCH GRATE (NEENAHR-4342) CASTINGS. CASTING DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. AFTER ALL AREAS DRAINING TO THESE AREAS AFTER ALL AREAS DRAINING TO THESE AREAS REMOVAL OF SILT FENCE REMOVAL OF INLET PROTECTION ARE STABILIZED ARE STABILIZED INLET PROTECTION AFTER EACH INLET IS PLACED N/A N/A INSPECT AFTER EACH STORM EVENT. THE AREA, AND RE-LAY AND STAPLE THE BLANKET. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE-PREPARING THE SEEDBED. INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.) INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. EROSION CONTROL MATTING AFTER FINISH GRADING PERMANENT SEEDING TEMPORARY SEEDING AFTER FINISH GRADING AFTER ROUGH GRADING RECOMMENDATIONS. SEED IF NECESSARY. SILT FENCE PRIOR TO CLEANING AND GRADING IS CAUSING THE FABRIC TO BULGE. AFFECTED PORTION IMMEDIATELY. INSTALLATION SEQUENCE STONE ENTRANCE EROSION CONTROL MEASURE PRIOR TO CLEANING AND GRADING EROSION CONTROL NOTES TOPDRESS WITH CLEAN STONE AS NEEDED. MAINTENANCE Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weatherconditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirementsare met. A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC. PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC.B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.: C = SPRING OATS 3 BUSHEL/ACRE D = WHEAT OR RYE 2 BUSHEL/ACRE E = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.)F = SODG = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR *///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD TACKIFYING Curb inlet protection mat Plastic washers on ties CURB INLET PROTECTION DETAILNOT-TO-SCALE Plastic washers on ties Runoff accumulated sediments after every storm.Inspect and repair as needed, and remove any1. Seedbed Preparation for Permanent Seeding 1. Test soil to determine pH and nutrient levels. (Contact you county SWCD orCooperative Extension office for assistance and soils information, including available testing services.) 2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-0-12analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show aphosphorous deficency. 4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rakeoperated across the slope. SILT FENCE INSTALLATION & SPECIFICATIONS STORM WATER POLLUTION & PREVENTION NOTES:(A) All storm water quality measures, including erosion and sediment control, necessary to complywith this rule must be implemented in accordance with the plan and sufficient to satisfy subsection(b).(B) Provisions for erosion and sediment control on individual building lots regulated under theoriginal permit of a project site owner must include the following requirements:(1) The individual lot operator, whether owning the property or acting as the agent of theproperty owner, shall be responsible for erosion and sediment control requirements associatedwith activities on individual lots. (2) Installation and maintenance of a stable construction site access.(3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance.(4) Sediment discharge and tracking from each lot must be minimized throughout the landdisturbing activities on the lot until permanent stabilization has been achieved.(5) Clean-up of sediment must be redistributed or disposed of in a manner that is incompliance with all applicable statutes and rules.(6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized withtemporary or permanent surface stabilization. (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator:(A) completes final stabilization; or(B) has installed appropriate erosion and sediment control measures for an individual lot prior tooccupation of the home by the homeowner and has informed the homeowner of the requirement for,and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when:(A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70%) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and(B) construction projects on land used for agricultural purposes are returned to its preconstructionagricultural use or disturbed areas, not previously used for agricultural production, such as filterstrips and areas that are not being returned to their preconstruction agricultural use, meet the finalstabilization requirements in clause (A). > o o o > o o o CURB INLET PROTECTION > o o o SIDE- WALK CONSTRUCTION. DRAINAGE SWALE SIDE YARD AREA TO BE TOP- SOILED, SEEDED, AND MULCHED BY OWNER AT COMPLETION OF UTILIZATION PERMANENT SEEDING SOIL SALVAGE AND PROTECTION TOPSOIL STOCKPILE ENTRANCE/ EXIT CONSTRUCTION EXISTING CURB AND GUTTER STREET GARAGEHOUSE DROP INLET PROTECTION GRAVEL ENTRANCE/EXIT PAD CURB INLET SILT FENCING TREE CONSERVATION DROP INLET PROTECTION CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES STOCKPILE SUBSOIL REAR YARD > o o o > o o o DRAINAGE SWALE PLAN LEGEND FINISHED DRAINAGE EXISTING DRAINAGE PROPERTY LINE/ DRAINAGE SWALE EROSION CONTROL STORM WATER POLLUTION & PREVENTION DETAIL NOT-TO-SCALE GROWTH IS NOT PALIMAR IS TO BE USED IF GRASS POSSIBLE. BASKET INDIVIDUAL LOT NOTES:1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINEDTHROUGHOUT CONSTRUCTION.2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE.3. CONTRACTOR TO CLEAN STREETS WHEN DIRT AND CONSTRUCTION DEBRIS IS EVIDENT.4. PERIMETER PROTECTION SHOULD BE INSTALLED BEFORE EXCAVATION OFBASEMENT/FOUNDATION HAS BEGUN. PERIMETER PROTECTION ON LOTS SHALL REMAIN IN PLACEUNTIL THE LOT IS STABILIZED WITH AT LEAST 70% COVER. ALL TRASH AND CONSTRUCTIONDEBRIS SHALL BE DISPOSED PROPERLY INTO AN ENCLOSED WASTE RECEPTACLE. OF EVERY WORK DAYTO BE CLEANED AT END CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETE TRUCK IS EQUIPPED WITH A SELF-CONTAINED CHUTE WASH SYSTEM, SIMILAR TO SYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL. Curb Inlet Protection Mats The Mat is designed to be attached over the top of the curb inlet grate with plastic cable ties (75# strength Min.). The overalldimension of the mat shall allow for 2" beyond the water inlet perforations in the casting. The exception to this would be along thetop where the grate shall be exposed to allow overflow during heavy storm events. The composite curb inlet protection mat shall bea machine-produced mat of 100% coconut fiber matrix incorporated into a permanent three-dimensional matting. There shall be 2layers of matrix evenly distributed across the entire width of the matting. There shall be 4 layers of super heavy duty UV stabilizedpolypropylene net with 0.5"x0.5" openings and 2 layers ultra heavy duty UV stabilized dramatically corrugated(crimped)intermediate polypropylene netting with 0.5"x0.5" openings. The mat shall be stitched with UV stabilized polypropylene at 1.50"spacing. This device should be used in conjunction with other BMP's to maximize the efficiency of the erosion control plan.The mats are to be checked every two weeks and after every storm event for maintenance and/or repair and replacement. NOT-TO-SCALE CONSTRUCTION ENTRANCE DETAIL 20 150 8 TYPICAL FLAT/RECTANGULAR/ROLLED CURB INLET FILTER TYPICAL CURB BOX INLET FILTER TYPICAL ROUND INLET FILTER 2-PLY REPLACEABLE SEDIMENT BAGSWITH GEOTEXTILE FILTER FABRIC LIFT HANDLES STAINLESSSTEELCLAMPINGBAND REAR CURB GUARD FLAPWITH MAGNETIC TIE-DOWNS INSTALLATION:1.2.REMOVE GRATEDROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING ORCONCRETE STRUCTURE3. REPLACE GRATE STANDARD 2"OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM CURB INLET SEDIMENT CONTROL DEVICE OR ACCEPTABLE DEVICE BY CITY OF CARMEL WITH IN PUBLICRIGHT OF WAY NTS CONCRETE WASHOUT DETAIL NOT-TO-SCALE AROUND ENTIRE PERIMETERHAY BALES STACKED LINE ENTIRE WASHOUT WITHIMPERMEABLE POLY-LINER. H A Y B A L E S ST A C K E D 2 H I G H EXCAVATE 1.0'INTO GROUND ANCHOR PLASTIC LININGOVER TOP OF BALES WITHSTAKES SIGN TO DESIGNATE AREA ASA WASHOUT FACILITY NOTE: FACILITY TO BE LOCATED AWAY FROM STREAMS, PONDS, OROTHER DRAINAGE WAYS. 15.0' 12 . 0 ' LINE ENTIRE WASHOUT WITHIMPERMEABLE POLY-LINER. NOTE: CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETETRUCK IS EQUIPPED WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TOSYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL. 126TH STREET KE Y S T O N E P A R K W A Y SOILS MAPSCALE: 1"=500' SECTION "Z"-"Z" #53 STONE 6" MIN. 3:1 LINE WITH GEOTEXTILE WOVEN FABRIC FUELING & VEHICLE MAINTENANCE AREA NOT-TO-SCALE PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTINGSIGNLOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTINGSIGNLOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTINGSIGNLOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTINGSIGNLOCATION Z SECTION "Z"-"Z" #53 STONE 6" MIN. 3:1 LINE WITH GEOTEXTILE WOVEN FABRIC FUELING & VEHICLE MAINTENANCE AREA NOT-TO-SCALE 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 7 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 7 : 1 3 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T DO NOT MOW SIGN DETAIL DO NOT MOW ORSPRAY SIGNS ARE REQUIRED ON BOTH SIDE LIMITS OF BIO SWALES. INCLUDE PLANTING SCHEDULE AND WHICH QUALIFIED NATIVE PLANTING PERSONNEL OR ORGANIZATIONWILL BE INSTALLING OR CONSULTED FOR INSTALLATION. OUTLETS TO PONDS USED AS POST CONSTRUCTION WATER QUALITY BMP'S WILL NEED TO HAVE A DEDICATED EASEMENT AND BE RECORDED AS SUCH ON THE PLAT WITH A SPECIFIC DESCRIPTION, (i.e. SPECIFIC POND OUTLETS ARE TO BE PLANTED WITH A WET MESIC SEED MIX) THE END GOAL IS TO ENSURE THAT EVEN THROUGH A CHANGE OF LAND OWERSHIP; THEBMP WILL STILL BE RECORDED ON THE PLAT AND MAINTENANCE RESPONSIBILITY WILL TRANSFER. ALSO, SPECIFY THAT ANY MODIFICATION TO THIS WATER QUALITYBMP ON THE RECORDED PLAT WILL REQUIRE APPROVAL FROM THE PLANNING COMMISION AND THE CITY OF CARMEL - MS4. GATHER SPECIFIC MAINTENANCE PROCEDURE FOR THESE PLANTINGS AND FOR THE POND ITSELF, AND INCLUDE THEMIN THE OPERATIONS AND MAINTENANCE MANUAL FOR THIS PROJECT. SOILS LEGEND Map Unit: Br- Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft.and is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerantgrasses and hardwoods. The surface layer is silty clay loam and has moderate or highorganic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (1 0.0 inches in the upper 60 inches). The pH of the surface layer in nonlimed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soilresponds well to tile drainage. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content(1.0 to 3.0 percent). Permeability is very slow ( < 0.06 in/hr) in the most restrictive layerabove 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage. Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is onsideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (5.9 inches in the upper 60 inches). ThepH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and water erosion aremanagement concerns for crop production. Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded This moderately sloping, deep, well drained soil is on knobs and breaks along streams anddrianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in size. DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C308 FOR EROSION CONTROL ONLY.THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRY PHONE: (317) 564-7301 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 3 0 0 E r o s i o n C o n t r o l P l a n . d w g - C 3 0 8 Mo d i f i e d / B y : A u g u s t 8 , 2 0 1 8 2 : 0 0 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 7 : 1 8 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 1-1/2'1-1/2' 1 STAPLEPER SQ. YD.PER SQ. YD.1-1/2 STAPLES PER SQ. YD.2 STAPLES PER SQ. YD.3.5 STAPLES FT. 150 200 250 100 50 25 75 225 275 A B C D A A B B 175 125 C C C C B B D 4:1 3:1 2:1 1:1 LOW MED/HIGHFLOWCHANNEL CHANNELFLOW ANDSHORELINESLOPE GRADIENT SL O P E L E N G T H STAPLE PATTERNS APPLY TO ALL NORTH AMERICANGREEN EROSION CONTROL BLANKETS. STAPLEPATTERNS WILL VARY DEPENDING UPON SLOPELENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGEANNUAL RAINFALL. 20" 2'4'4' 3' 2' 4' 3' 3' 6'6' 3'3' STAPLE PATTERN GUIDEEROSION CONTROL BLANKET (TO BE USED WHEN PUMPING DIRTY WATER) DEWATERING FILTER BAG DETAIL ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERINGSHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGSTHAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY. PLANTING SCHEDULE FOR LAKE PERIMETER SEDGE MEADOW SEEDMIX1. Installation shall be performed in mid to late spring, specifically between April 1st and July 1st.2. Hydrology shall be established prior to installation. Detention pond must have an established pool level to utilize as areference for planting.3. Surrounding uplands shall be stabilized with the specified grass seed mix. No pre-emergent herbicides shall be applied to surrounding turf during the six months prior to installation and for at least 1 year following installation. 4. Two weeks (14 days) prior to seeding, apply a glyphosate herbicide approved for use around water (Rodeo) to the area to kill any existing lawngrasses and other vegetation that may be present.5. Following a complete kill of existing vegetation,begin installation by tilling area to be seeded to adepth of 3.0 inches. Till as close to the shorelineas soil moisture conditions permit. 6. Begin spreading seed with a hand held or mechanical broadcast spreader.7. Lightly firm seedbed with a roller where soilmoisture permits. Do not roll areas where soil ismoist enough to stick to the roller.8. Apply 1 width of erosion control blanket (NorthAmerican Green SC-150 or equivalent) startingjust above the normal waterline. Secure with 2staples per square yard. 9. Mesic Praire Mix to be placed adjacent to the sedge meadow mix around the entire perimeter of the ponds. For seed mix area dimensions see sheet C200 & C201 of the construction plans. Consult Spence Restoration Nursery for installation questions or concerns (765)286-7154 GRD.C H G . 0+85. 7 7 845.5 0 GR D . C H G . 1+ 5 9 . 7 0 84 6 . 0 2 GR D . C H G . 0+ 5 8 . 8 7 85 0 . 9 7 GR D . C H G . 0+ 1 0 . 0 0 85 0 . 9 8 GR D . C H G . 0+ 3 3 . 2 5 85 1 . 3 4 GR D . C H G . 0+ 5 1 . 0 0 85 1 . 0 2 8 ' T Y P . 80 ' R / W PU B L I C 80 ' R / W PU B L I C 80 ' R / W PU B L I C 2 1 ' 8 0 ' R / W P U B L I C 21 ' 21 ' 22' TYP . 2 2 ' T Y P . 8' TY P . 2 0 ' 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5' B.L . 5' B.L . 5 ' B . L . 5 ' B . L . 5 ' B . L . C R O S S W A L K VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . VA R . D . U . S . 31 ' D . U . &S . S . E 21 ' I . E . E . 5' B.L . & D . & U . E . 0+00 849.90 1+00 849.44 2+00 850.81 3+00 849.65 4+00 848.44 5+00 848.83 6+00 847.20 9+0 0843 . 0 9 0+50 849.60 2+50 850.55 3+50 848.75 4+50 848.76 5+50 848.05 6+50 846.35 7+50 844.65 8+5 0 843 . 3 9 1+00 845.6 0 0+50 845.25 LP3+91.24 848.42 HP4+80.72 848.92 GRD . C H G . 8+09 . 7 5 843.6 3 LP0+88.91 849.41 HP2+13.97 850.86 3+00 GR D . C H G . 0+ 1 0 . 0 0 84 8 . 5 9 22 23 24 25 26 27 282930313233 34 35 36 37 38 39 40 41 PO W E L L W A Y KINZER AVE.KINZER AVE. KIN Z E R A V E . SHE L D O N P L A C E BA R R Y M O R E D R I V E W W W W W W W W W W W W W W W W W W W W W W W VA R . D . U . S . &L . M . A . E . 5+42 849.30 3+00 845.40 5+00 848.46 2+50 844.85 3+50 846.164+50 847.88 GRD.CHG.3+36.70 845.81 GRD.CHG.3+99.43 847.48 GRD.CHG.4+85.08 848.16 W W W C.A . # 4 C. A . # 7 C. A . # 8 C. A . # 6 ASTOR LANE (P R I V A T E ) ( P R I V A T E ) (PRIV A T E ) BEGIN CONSTRUCTION STA. 0+00.00 STA. 2+14.59CL INTERSECTION STA. 0+00.00 POINT OF CURVATURE STA. 6+56.14 L=219.02' Δ=62.7435R=200.00' T=121.95' CURVE DATA END CONSTRUCTION STA. 0+60.00 END CONSTRUCTION STA. 5+42.13 STA. 6+85.77CL INTERSECTION STA. 2+16.25 STA. 1+69.70CL INTERSECTION STA. 3+36.70 STA. 5+17.13CL INTERSECTION STA. 0+00.00 830 840 850 860 0+00 84 9 . 8 84 9 . 9 0 84 9 . 5 84 9 . 7 5 84 9 . 5 84 9 . 6 0 84 9 . 6 84 9 . 4 5 1+00 84 9 . 2 84 9 . 4 4 84 8 . 9 84 9 . 6 5 84 8 . 4 85 0 . 0 6 84 8 . 1 85 0 . 5 0 2+00 84 7 . 3 85 0 . 8 1 84 7 . 3 85 0 . 8 3 84 7 . 2 85 0 . 5 5 84 6 . 8 85 0 . 1 0 3+00 84 6 . 4 84 9 . 6 5 84 6 . 4 84 9 . 1 9 84 6 . 5 84 8 . 7 5 84 6 . 7 84 8 . 4 7 4+00 84 6 . 8 84 8 . 4 4 84 6 . 9 84 8 . 5 9 84 7 . 4 84 8 . 7 6 84 9 . 4 84 8 . 9 1 5+00 84 9 . 3 84 8 . 8 3 84 8 . 8 84 8 . 4 7 84 8 . 7 84 8 . 0 5 84 8 . 0 84 7 . 6 2 6+00 84 7 . 2 84 7 . 2 0 84 6 . 7 84 6 . 7 7 84 6 . 5 84 6 . 3 5 84 6 . 1 84 5 . 9 2 7+00 84 5 . 8 84 5 . 5 0 84 5 . 6 84 5 . 0 7 84 5 . 6 84 4 . 6 5 84 5 . 7 84 4 . 2 2 8+00 84 5 . 7 84 3 . 8 0 84 5 . 6 84 3 . 5 4 84 5 . 4 84 3 . 3 9 84 5 . 1 84 3 . 2 4 9+00 84 4 . 9 84 3 . 0 9 84 4 . 5 84 2 . 9 4 0+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75 5+25 5+50 5+75 6+25 6+50 6+75 7+25 7+50 7+75 8+25 8+50 8+75 9+25 84 6 . 2 4 PO I N T O F C U R V A T U R E S T A . 6 + 5 6 . 1 4 84 3 . 2 4 PO I N T O F T A N G E N C Y S T A . 8 + 7 5 . 1 6 0.68% -0.60% -1.70% -1.81%-0.60%1.75% PVI STA: 3+76.46PVI ELEV: 848.26A.D. = 2.49%K = 26.1565.00' VC BV C S : 3 + 4 3 . 9 6 BV C E : 8 4 8 . 8 5 EV C S : 4 + 0 8 . 9 6 EV C E : 8 4 8 . 4 8 LOW PT. STA: 3+91.24LOW PT ELEV: 848.42PVI STA: 1+04.82PVI ELEV: 849.27A.D. = 2.35%K = 27.6565.00' VC BV C S : 0 + 7 2 . 3 2 BV C E : 8 4 9 . 4 6 EV C S : 1 + 3 7 . 3 2 EV C E : 8 4 9 . 8 4 LOW PT. STA: 0+88.91LOW PT ELEV: 849.41 PVI STA: 4+91.47PVI ELEV: 849.04A.D. = -2.38%K = 21.0350.00' VC BV C S : 4 + 6 6 . 4 7 BV C E : 8 4 8 . 8 7 EV C S : 5 + 1 6 . 4 7 EV C E : 8 4 8 . 6 2 HIGH PT. STA: 4+80.72HIGH PT ELEV: 848.92PVI STA: 2+14.57PVI ELEV: 851.19A.D. = -3.56%K = 21.0875.00' VC BV C S : 1 + 7 7 . 0 7 BV C E : 8 5 0 . 5 3 EV C S : 2 + 5 2 . 0 7 EV C E : 8 5 0 . 5 1 HIGH PT. STA: 2+13.97HIGH PT ELEV: 850.86 12" R.C.P. BE G I N C O N S T R U C T I O N S T A . 0 + 0 0 . 0 0 84 9 . 9 0 12" R.C.P. 12" R.C.P. 15" R.C.P. INV.=845.24 INV.=845.91 INV.=844.10 INV.=840.61 EXISTING GRADE PROPOSED GRADE EX. GAS EX GAS MAIN IS SHOWN ATASSUMED LOCATION AND DEPTH.CONTRACTOR TO FIELD VERIFYAND RELOCATE IF NECESSARY. PO I N T O F I N T E R S E C T I O N S T A . 1 + 7 7 . 0 7 85 1 . 1 9 54 " M I N PO I N T O F I N T E R S E C T I O N S T A . 2 + 1 4 . 5 2 85 0 . 8 6 8" WATER GR A D E C H A N G E S T A . 8 + 0 9 . 7 5 84 3 . 6 3 KINZER AVE. BARRYMORE DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 870 840 850 860 870 0+00 84 7 . 3 85 1 . 1 9 84 4 . 1 85 1 . 2 9 84 7 . 6 85 1 . 0 6 0+250+50 -2.08%0.60%4.16%0.60%-0.60% -4.16% -0.60% PV I S T A = 0 + 0 0 . 0 0 PV I E L E V = 8 5 1 . 1 9 1 PV I S T A = 0 + 1 0 . 0 0 PV I E L E V = 8 5 0 . 9 8 3 PV I S T A = 0 + 1 5 . 5 0 PV I E L E V = 8 5 1 . 0 1 6 PV I S T A = 0 + 2 1 . 5 0 PV I E L E V = 8 5 1 . 2 6 6 PV I S T A = 0 + 3 3 . 2 5 PV I E L E V = 8 5 1 . 3 3 6 PV I S T A = 0 + 4 5 . 0 0 PV I E L E V = 8 5 1 . 2 6 6 PV I S T A = 0 + 5 1 . 0 0 PV I E L E V = 8 5 1 . 0 1 6 PV I S T A = 0 + 5 8 . 8 7 PV I E L E V = 8 5 0 . 9 6 9 12" R.C.P. INV.=846.71 PO I N T O F I N T E R S E C T I O N S T A . 0 + 0 0 . 0 0 85 1 . 1 9 EN D C O N S T R U C T I O N S T A . 0 + 6 0 . 0 0 85 0 . 9 8 PROPOSED GRADE EXISTING GRADE 12"WATER (D.I.) 54 " M I N DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C400 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 0 S t r e e t P l a n a n d P r o f i l e . d w g - C 4 0 0 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 1 0 : 0 3 : 5 0 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 8 : 4 0 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 1" = 50 FT 1 C4 0 1 C 4 0 1 C 4 0 1 NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS,SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUMCOVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THEPAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THEFINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, ORASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITHTHE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSEDRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. MOHAW K W B L L C MOHAW K W B L L C MOHAW K W B L L C GR D . C H G . 0+ 1 0 . 0 4 84 2 . 7 2 GR D . C H G . 0+ 2 9 . 5 0 84 2 . 6 0 GR D . C H G . 0+ 8 5 . 0 9 84 3 . 6 4 GRD.CH G . 0+11.33 843.400+39 843.60 0+ 5 0 84 2 . 9 9 1+50 842.53 2+50 842.06 3+50 842.71 4+50 842.91 5+50 842.936+50 843.53 LP4+98.15 842.68 HP4+08.79 843.11 LP2+60.55 842.04 HP 1+61.38 842.56 GRD. C H G . 0+10 . 0 0 841.6 3 GRD. C H G . 0+33. 1 7 841.9 9 GRD . C H G . 0+45 . 0 8 841.9 1 LP 0+66 . 3 9 841.6 1 1+0 0 843. 8 3 2+00 844.72 3+00 845.43 4+00 845.98 5+00 845.30 0 + 5 0 8 4 2 . 8 2 2+50 845.08 3+50 845.79 HP3+89.79 846.00 GR D . C H G . 0+ 2 2 . 3 1 84 2 . 2 6 GRD. C H G . 1+13. 2 0 844.10 GR D . C H G . 0+ 1 0 . 0 0 84 2 . 3 4 5+49.98 845.02 8' TY P . W W W W W W W W W W W W W W W 80 ' R / W PU B L I C 80' R / W PUBL I C 21' 21' 80' R / W PUBL I C 21' 21 ' 22'TY P . 8' TYP. 22'TYP. 80' R/W PUBLIC 5' SID E W A L K 5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L. 5' B.L. & D.&U.E. 5' B. L . & D . & U . E . 5' B.L.5' B.L.5' B.L. 5' B . L . 9'TYP.20 ' TY P . 9' T Y P . 20'TYP. 22'TYP.8' TY P . CROSSWALK CROSSWALK VAR. D . U . S . S . &L.M.A . E . VAR. D . U . S . &L.M.A . E . & P.A.E. VAR. D . U . S . &L.M.A . E . & P.A.E. & B . M . P . E . 31 ' D . U . &S . S . E 21 ' I . E . E . 5' B.L. & D.&U.E. 21 + 5 5 83 8 . 5 8 9+00 843.09 11+00 843.01 12+00 843.68 13+00 843.31 14 + 0 0 84 1 . 8 5 16 + 0 0 84 0 . 4 8 17 + 0 0 83 8 . 8 8 18 + 0 0 83 8 . 8 9 19 + 0 0 8 3 8 . 3 0 2 0 + 0 0 8 3 7 . 7 0 8+50 843.39 9+50 842.79 11+50 843.34 13+5 0 842.5 8 15 + 5 0 84 1 . 3 1 16 + 5 0 83 9 . 6 5 18 + 5 0 83 8 . 6 0 1 9 + 5 0 8 3 8 . 0 0 2 0 + 5 0 8 3 7 . 6 9 2+00 842.37 3+00 842.28 6+00 843.23 3+76.04 LP10+10.70 842.48 HP12+43.26 843.92 LP14 + 3 9 . 5 1 84 1 . 5 8 HP 14 + 9 9 . 2 2 84 1 . 8 4 L P 2 0 + 2 6 . 3 7 8 3 7 . 5 9 LP17 + 3 4 . 9 1 83 8 . 7 0 H P 1 7 + 8 8 . 8 4 8 3 8 . 9 0 1 + 3 2 8 4 3 . 9 7 1+ 0 0 84 3 . 7 4 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 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 o o o o o o o o o o o o o o o o o o o o o 1 2 3 456789101112131415161718192021 48 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 KINZER AVE. STEI N B E C K P L A C E W W W W W W W W W W W W W W W W W W W W W W W W C.A.#5 W W 21 + 0 9 . 6 6 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 VAR. D . U . S . &L.M.A . E . FUTUR E AMENI T Y A R E A 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C K I N Z E R A V E . K I N Z E R A V E . (PRIVA T E ) 30 ' TILDEN WAY (PRIVATE) LAGERFIELD DRIVE (P R I V A T E ) VA L E N T I N E L A N E W W W W W POINT OF TANGENCY STA. 8+75.16 POINT OF CURVATURE STA. 12+38.37 POINT OF TANGENCY STA. 13+98.96 STA. 14+99.78CL INTERSECTION STA. 0+00.00 END CONSTRUCTION STA. 21+54.65 L=160.59' Δ=46.0048R=200.00' T=84.90' CURVE DATA L=40.01' Δ=11.4609R=200.00' T=20.07' CURVE DATA L=255.99' Δ=19.5560R=750.00' T=129.25' CURVE DATA POINT OF TANGENCY STA. 17+82.25 POINT OF CURVATURE STA. 17+42.25 POINT OF CURVATURE STA. 18+98.67BEGIN CONSTRUCTION STA. 0+00.00 KINZER AVE. SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 860 9+00 84 4 . 9 84 3 . 0 9 84 4 . 5 84 2 . 9 4 84 4 . 0 84 2 . 7 9 84 4 . 1 84 2 . 6 4 10+00 84 3 . 3 84 2 . 5 0 84 3 . 1 84 2 . 5 2 84 3 . 1 84 2 . 6 7 84 3 . 2 84 2 . 8 4 11+00 84 3 . 4 84 3 . 0 1 84 3 . 7 84 3 . 1 7 84 3 . 9 84 3 . 3 4 84 4 . 2 84 3 . 5 1 12+00 84 4 . 5 84 3 . 6 8 84 4 . 7 84 3 . 8 4 84 4 . 8 84 3 . 9 1 84 4 . 8 84 3 . 6 8 13+00 84 4 . 9 84 3 . 3 1 84 4 . 7 84 2 . 9 4 84 4 . 5 84 2 . 5 8 84 4 . 2 84 2 . 2 1 14+00 84 4 . 0 84 1 . 8 5 84 3 . 6 84 1 . 6 1 84 3 . 1 84 1 . 6 0 84 2 . 4 84 1 . 7 4 15+00 84 1 . 8 84 1 . 8 4 84 1 . 2 84 1 . 6 9 84 0 . 5 84 1 . 3 1 84 0 . 1 84 0 . 8 9 16+00 83 9 . 7 84 0 . 4 8 83 9 . 2 84 0 . 0 6 83 8 . 8 83 9 . 6 5 83 8 . 4 83 9 . 2 4 17+00 83 8 . 0 83 8 . 8 8 83 7 . 7 83 8 . 7 2 83 7 . 4 83 8 . 7 3 83 7 . 1 83 8 . 8 8 18+00 83 6 . 8 83 8 . 8 9 83 6 . 5 83 8 . 7 5 83 6 . 7 83 8 . 6 0 83 6 . 9 83 8 . 4 5 19+00 83 7 . 0 83 8 . 3 0 83 7 . 3 83 8 . 1 5 83 7 . 6 83 8 . 0 0 83 7 . 8 83 7 . 8 5 20+00 83 7 . 7 83 7 . 7 0 83 7 . 8 83 7 . 5 9 83 7 . 3 83 7 . 6 9 83 6 . 8 83 7 . 9 0 21+00 83 6 . 9 83 8 . 1 1 83 7 . 8 83 8 . 3 2 83 8 . 4 83 8 . 5 4 9+25 9+50 9+75 10+25 10+50 10+75 11+25 11+50 11+75 12+25 12+50 12+75 13+25 13+50 13+75 14+25 14+50 14+75 15+25 15+50 15+75 16+25 16+50 16+75 17+25 17+50 17+75 18+25 18+50 18+75 19+25 19+50 19+75 20+25 20+50 20+75 21+25 21+50 84 3 . 9 1 PO I N T O F C U R V A T U R E S T A . 1 2 + 3 8 . 3 7 83 8 . 7 1 PO I N T O F C U R V A T U R E S T A . 1 7 + 4 2 . 2 5 83 8 . 3 1 PO I N T O F C U R V A T U R E S T A . 1 8 + 9 8 . 6 7 84 1 . 8 6 PO I N T O F T A N G E N C Y S T A . 1 3 + 9 8 . 9 6 83 8 . 9 0 PO I N T O F T A N G E N C Y S T A . 1 7 + 8 2 . 2 5 -1.47% 0.60% -1.66% 0.85%0.60% -0.60% -0.60% 0.67% PVI STA: 10+11.76PVI ELEV: 842.42A.D. = 1.27%K = 31.5840.00' VC BV C S : 9 + 9 1 . 7 6 BV C E : 8 4 2 . 5 4 EV C S : 1 0 + 3 1 . 7 6 EV C E : 8 4 2 . 5 5 LOW PT. STA: 10+10.70LOW PT ELEV: 842.48 PVI STA: 14+26.93PVI ELEV: 841.45A.D. = 2.07%K = 29.0260.00' VC BV C S : 1 3 + 9 6 . 9 3 BV C E : 8 4 1 . 8 9 EV C S : 1 4 + 5 6 . 9 3 EV C E : 8 4 1 . 6 3 LOW PT. STA: 14+39.51LOW PT ELEV: 841.58 PVI STA: 20+29.77PVI ELEV: 837.52A.D. = 1.45%K = 27.6640.00' VC BV C S : 2 0 + 0 9 . 7 7 BV C E : 8 3 7 . 6 4 EV C S : 2 0 + 4 9 . 7 7 EV C E : 8 3 7 . 6 9 LOW PT. STA: 20+26.37LOW PT ELEV: 837.59 PVI STA: 17+17.36PVI ELEV: 838.54A.D. = 2.26%K = 33.2675.00' VC BV C S : 1 6 + 7 9 . 8 6 BV C E : 8 3 9 . 1 6 EV C S : 1 7 + 5 4 . 8 6 EV C E : 8 3 8 . 7 6 LOW PT. STA: 17+34.91LOW PT ELEV: 838.70 PVI STA: 12+51.70PVI ELEV: 844.02A.D. = -2.13%K = 21.0945.00' VC BV C S : 1 2 + 2 9 . 2 0 BV C E : 8 4 3 . 8 7 EV C S : 1 2 + 7 4 . 2 0 EV C E : 8 4 3 . 6 9 HIGH PT. STA: 12+43.26HIGH PT ELEV: 843.92 PVI STA: 15+10.92PVI ELEV: 841.95A.D. = -2.26%K = 22.1750.00' VC BV C S : 1 4 + 8 5 . 9 2 BV C E : 8 4 1 . 8 0 EV C S : 1 5 + 3 5 . 9 2 EV C E : 8 4 1 . 5 4 HIGH PT. STA: 14+99.22HIGH PT ELEV: 841.84 PVI STA: 17+88.84PVI ELEV: 838.96A.D. = -1.20%K = 33.3340.00' VC BV C S : 1 7 + 6 8 . 8 4 BV C E : 8 3 8 . 8 4 EV C S : 1 8 + 0 8 . 8 4 EV C E : 8 3 8 . 8 4 HIGH PT. STA: 17+88.84HIGH PT ELEV: 838.90 EN D C O N S T R U C T I O N S T A . 2 1 + 5 4 . 6 5 83 8 . 5 8 12" R.C.P.12" R.C.P. 12" R.C.P. 12" R.C.P. 15" R.C.P. 15" R.C.P.INV.=833.47 INV.=838.24 INV.=838.28 INV.=837.03 INV.=834.40 INV.=830.90 8" S.D.R. 35 P.V.C INV.=828.94 EXISTING GRADE EXISTING GRADE PROPOSED GRADE PO I N T O F I N T E R S E C T I O N S T A . 1 4 + 9 9 . 7 8 84 1 . 8 4 INV.=827.92 EX. 10" CLAY EX SANITARY MAIN IS SHOWN ATASSUMED LOCATION AND DEPTH.CONTRACTOR TO FIELD VERIFYPRIOR TO CONSTRUCTION. DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C401 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 0 S t r e e t P l a n a n d P r o f i l e . d w g - C 4 0 1 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 1 0 : 0 3 : 5 0 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 9 : 1 5 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 1" = 50 FT NOTES:FOR INSTALLATION OF STORM MAINS, WATER MAINS,SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESSOF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENTTO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS ANDAGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THECOVER ALONG ANY PART OF THE PIPE FROM THEFINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVESWITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, ORASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BERESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTORIS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TODOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTSOF THE DEPARTMENT OF ENGINEERING. 1 C4 0 0 C 4 0 0 C 4 0 0 MO H A W K W B L L C 5+5 0 842 . 9 3 6+ 5 0 84 3 . 5 3 7+ 5 0 84 3 . 9 6 HP 7+ 3 5 . 7 8 84 3 . 9 9 LP 8+ 0 3 . 7 8 84 3 . 7 0 5+0 0 845 . 3 0 6+ 5 0 84 4 . 8 6 GRD.CHG.0+10.00 844.97 GRD.C H G . 0+85. 7 7 845.50 GR D . C H G . 1+ 5 9 . 7 0 84 6 . 0 2 GRD.CHG.2+26.45 844.39 GRD.CHG.4+06.88 848.00 GRD.CHG.0+10.00 843.62 LP0+51.84 843.40 HP 5+ 9 3 . 6 0 84 5 . 1 8 GR D . C H G . 6+ 7 5 . 7 7 84 4 . 6 8 LP 5+4 9 . 9 8 845 . 0 2 1+50 843.93 2+50 844.863+50 846.86 W W W W W W W W W 2 1 ' 8 0 ' R / W P U B L I C 2 0 ' 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . 5' B.L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 2 2 ' T Y P . 8' TY P . 5 ' B . L . 5' B . L . C R O S S W A L K CR O S S W A L K CR O S S W A L K C R O S S W A L K CR O S S W A L K CR O S S W A L K CR O S S W A L K 12 ' VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . & P. A . E . 31 ' D . U . &S . S . E 21 ' I . E . E . 31 ' D . U . &S . S . E 21 ' I . E . E . 5' B.L . & D . & U . E . 6+00 847.20 5+50 848.05 6+50 846.35 7+50 844.65 8+ 6 2 84 3 . 9 9 6+0 0 843 . 2 3 7+ 0 0 84 3 . 8 3 8+ 3 6 . 0 3 1+00 845.60 0+50 845.2 5 GRD. C H G . 8+09 . 7 5 843.6 3 4+45 848.90 2+00 844.23 3+00 845.86 1+ 2 7 84 7 . 7 3 GR D . C H G . 0+ 1 0 . 0 0 84 8 . 5 9 22 23 24 25 26 27 282930313233 34 35 36 37 38 39 40 41 42 43 44 50 49 48 51 52 53 54 55 56 TEMPLETON DRIVE PO W E L L W A Y KINZER AVE. SHE L D O N P L A C E W W W W W W W W W W W W W W W W W W W VA R . D . U . S . &L . M . A . E . 5+42 849.30 0+00 844.20 1+00 843.78 2+00 844.31 3+00 845.40 5+00 848.46 0+50 843.85 1+50 843.82 2+50 844.85 3+50 846.164+50 847.88 C. A . # 5 GRD.CHG.0+80.25 843.64 GRD.CHG.1+00.25 843.78 GRD.CHG.1+10.25 843.99 GRD.CHG.1+28.75 843.61 GRD.CHG.2+16.25 844.47 GRD.CHG.3+36.70 845.81 GRD.CHG.3+99.43 847.48 GRD.CHG.4+85.08 848.16 21 ' I . E . E . C. A . # 3 C. A . # 4 C.A . # 7 C.A . # 8 C.A . # 6 VA R . D . U . S . &L . M . A . E . 45 46 47 ASTOR LANE ( P U B L I C ) 5 0 ' R / W P U B L I C (P R I V A T E ) ( P R I V A T E ) (PRIV A T E ) END CONSTRUCTION STA. 1+26.50 STA. 4+06.88CL INTERSECTION STA. 1+00.25 END CONSTRUCTION STA. 4+44.51 END CONSTRUCTION STA. 5+42.13 BEGIN CONSTRUCTION STA. 0+00.00 STA. 7+35.78CL INTERSECTION STA. 1+10.25 STA. 6+85.77CL INTERSECTION STA. 2+16.25 STA. 1+69.70CL INTERSECTION STA. 3+36.70 STA. 5+17.13CL INTERSECTION STA. 0+00.00 STA. 0+00.00CL INTERSECTION STA. 8+36.03 POWELL WAY SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 0+00 84 8 . 9 84 8 . 8 0 84 9 . 4 84 8 . 5 1 84 9 . 5 84 8 . 3 7 84 9 . 2 84 8 . 2 3 1+00 84 9 . 2 84 8 . 0 1 84 8 . 9 84 7 . 7 4 0+250+500+751+25 -2.08% -2.08%-2.08%-0.70%-0.55% 12" R.C.P. EN D C O N S T R U C T I O N S T A . 1 + 2 6 . 5 0 84 7 . 7 3 PO I N T O F I N T E R S E C T I O N S T A . 0 + 0 0 . 0 0 84 8 . 8 0 INV.=844.92 EXISTING GRADE PROPOSED GRADE PO I N T O F I N T E R S E C T I O N S T A . 1 + 0 0 . 1 5 84 8 . 0 0 8" WATER 54 " M I N GR A D E C H A N G E S T A . 0 + 9 4 . 2 5 84 8 . 1 2 GR A D E C H A N G E S T A . 1 + 0 6 . 2 5 84 7 . 8 8 PO I N T O F I N T E R S E C T I O N S T A . 5 + 1 7 . 1 3 84 8 . 8 0 ASTOR LANE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 860 830 840 850 860 0+00 84 5 . 2 84 4 . 2 0 84 3 . 2 84 4 . 0 3 83 8 . 4 84 3 . 8 5 83 5 . 6 84 3 . 6 8 1+00 83 5 . 6 84 3 . 7 8 83 5 . 6 84 3 . 6 8 83 5 . 5 84 3 . 8 2 83 5 . 5 84 4 . 0 6 2+00 83 5 . 5 84 4 . 3 1 83 5 . 5 84 4 . 5 7 83 8 . 3 84 4 . 8 5 84 1 . 5 84 5 . 1 2 3+00 84 3 . 2 84 5 . 4 0 84 3 . 0 84 5 . 6 8 84 3 . 6 84 6 . 1 6 84 4 . 4 84 6 . 8 3 4+00 84 5 . 6 84 7 . 4 8 84 7 . 4 84 7 . 6 8 84 7 . 5 84 7 . 8 8 84 7 . 8 84 8 . 0 8 5+00 84 8 . 3 84 8 . 4 6 84 9 . 1 84 8 . 9 6 0+250+500+751+251+501+752+252+502+753+253+503+754+254+504+755+25 -0.70%0.71%2.08%-2.08%0.99% 1.11% 2.65% 0.80% 2.00% 12" R.C.P. BE G I N C O N S T R U C T I O N S T A . 0 + 0 0 . 0 0 84 4 . 2 0 EN D C O N S T R U C T I O N S T A . 5 + 4 2 . 1 3 84 9 . 3 0 36" R.C.P. EXISTING GRADE INV.=840.85 INV.=837.72 PROPOSED GRADE GR A D E C H A N G E S T A . 4 + 8 5 . 0 8 84 8 . 1 6 PO I N T O F I N T E R S E C T I O N S T A . 2 + 1 6 . 2 5 84 4 . 4 7 GR A D E C H A N G E S T A . 1 + 0 0 . 2 5 84 3 . 7 8 GR A D E C H A N G E S T A . 1 + 2 8 . 7 5 84 3 . 6 1 GR A D E C H A N G E S T A . 0 + 8 0 . 2 5 84 3 . 6 4 PO I N T O F I N T E R S E C T I O N S T A . 1 + 1 0 . 2 5 84 3 . 9 9 PO I N T O F I N T E R S E C T I O N S T A . 3 + 3 6 . 7 0 84 5 . 8 1 GR A D E C H A N G E S T A . 4 + 2 6 . 4 2 84 7 . 6 9 8" WATER 54 " M I N TEMPLETON DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 870 840 850 860 870 0+00 84 2 . 7 84 3 . 8 3 84 2 . 8 84 3 . 5 1 84 3 . 1 84 3 . 4 0 84 3 . 4 84 3 . 4 8 1+00 84 3 . 6 84 3 . 6 3 84 3 . 9 84 3 . 7 8 84 4 . 3 84 3 . 9 3 84 4 . 8 84 4 . 0 8 2+00 84 5 . 3 84 4 . 2 3 84 5 . 7 84 4 . 3 8 84 6 . 1 84 4 . 8 6 84 6 . 3 84 5 . 3 6 3+00 84 6 . 6 84 5 . 8 6 84 7 . 2 84 6 . 3 6 84 7 . 8 84 6 . 8 6 84 8 . 3 84 7 . 3 6 4+00 84 9 . 0 84 7 . 8 6 84 9 . 8 84 8 . 4 4 0+250+500+751+251+501+752+252+502+753+253+503+754+25 -2.08% 2.00% 2.40% -0.72%0.60% PVI STA: 0+50.00PVI ELEV: 843.33A.D. = 1.32%K = 30.3440.00' VC BV C S : 0 + 3 0 . 0 0 BV C E : 8 4 3 . 4 8 EV C S : 0 + 7 0 . 0 0 EV C E : 8 4 3 . 4 5 LOW PT. STA: 0+51.84LOW PT ELEV: 843.40 12" R.C.P. BE G I N C O N S T R U C T I O N S T A . 0 + 0 0 . 0 0 84 3 . 8 3 EN D C O N S T R U C T I O N S T A . 4 + 4 4 . 5 1 84 8 . 9 0 INV.=843.88 EXISTING GRADE PROPOSED GRADE GR A D E C H A N G E S T A . 2 + 2 6 . 4 5 84 4 . 3 9 GR A D E C H A N G E S T A . 0 + 1 0 . 0 0 84 3 . 6 2 PO I N T O F I N T E R S E C T I O N S T A . 4 + 0 6 . 8 8 84 8 . 0 0 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C402 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 0 S t r e e t P l a n a n d P r o f i l e . d w g - C 4 0 2 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 1 0 : 0 3 : 5 0 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 0 : 0 9 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 1" = 50 FT NOTES:FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARYSERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENTTO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THECOVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THEPIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVESWITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITYAT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TODOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTSOF THE DEPARTMENT OF ENGINEERING. END CONSTRUCTION STA. 1+31.90 GRD . C H G . 0+1 0 . 0 4 842 . 7 2 GRD . C H G . 0+2 9 . 5 0 842 . 6 0 GR D . C H G . 0+8 5 . 0 9 843 . 6 4 GRD.CHG.0+11.33 843.40 0+39 843.60 0+5 0 842 . 9 9 1+50 842.53 2+50 842.0 6 3+50 842.7 1 4+50 842.9 1 5+50 842.9 3 6+50 843.53 7+50 843.96 LP4+98. 1 5 842.6 8 HP4+08. 7 9 843.1 1 HP7+35.78 843.99 LP8+03.78 843.70 LP2+60. 5 5 842.0 4 HP1+61.38 842.56 GRD.CHG. 0+45.08 841.91 LP 0+66.39 841.61 1 + 0 0 8 4 3 . 8 3 2+00 844.7 2 3+00 845.4 3 4+00 845.9 8 5+00 845.30 0+ 5 0 84 2 . 8 2 2+50 845.0 8 3+50 845.7 9 6+50 844.86 GR D . C H G . 0+ 1 0 . 0 0 84 4 . 9 7 G R D . C H G . 0+ 8 5 . 7 7 84 5 . 5 0 GRD.CHG.1+59.70 846.02GR D . C H G . 2+ 2 6 . 4 5 84 4 . 3 9 GR D . C H G . 0+ 1 0 . 0 0 84 3 . 6 2 LP 0+ 5 1 . 8 4 84 3 . 4 0 HP5+93.60 845.18 GRD.CHG.6+75.77 844.68 HP3+89. 7 9 846.0 0 GR D . C H G . 0+2 2 . 3 1 842 . 2 6 G R D . C H G . 1+ 1 3 . 2 0 84 4 . 1 0 GR D . C H G . 0+ 1 0 . 0 0 842 . 3 4 LP5+49.98 845.02 1+ 5 0 84 3 . 9 3 2+ 5 0 84 4 . 8 6 8' TYP . W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 21' 21' 80' R/ W PUBL I C 22' TYP. 5' SIDEWAL K 20' 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B. L . 5' B. L . 5' B. L . 5' B.L. 5' B.L . 5' B.L . 5' B.L. 5' B. L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 22 ' TY P . 8'TYP. 5' B . L . 5' B.L . 5' B.L . 5' B.L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TYP . CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CROS S W A L K CROSS W A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . E . 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 9+00 843.0 9 11+00 843.0 1 12+00 843.6 8 1 3 + 0 0 84 3 . 3 1 8+50 843. 3 9 9+50 842.7 9 11+50 843.3 4 1 3 + 5 0 8 4 2 . 5 8 8+62 843.99 2+00 842.3 7 3+00 842.2 8 6+00 843.23 7+00 843.83 3+76. 0 4 8+36.03 1+ 0 0 84 5 . 6 0 0+ 5 0 84 5 . 2 5 LP10+10 . 7 0 842.4 8 HP12+4 3 . 2 6 843.9 2 G R D . C H G . 8+ 0 9 . 7 5 84 3 . 6 3 1+ 3 2 84 3 . 9 7 1+0 0 843 . 7 4 2+ 0 0 84 4 . 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2738 39 40 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 TE M P L E T O N D R I V E KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W VAR. D.U.S.&L.M.A.E. 0+ 0 0 84 4 . 2 0 1+ 0 0 84 3 . 7 8 2+ 0 0 84 4 . 3 1 3+ 0 0 84 5 . 4 0 0+ 5 0 84 3 . 8 5 1+ 5 0 84 3 . 8 2 2+ 5 0 84 4 . 8 5 3+ 5 0 84 6 . 1 6 C.A.#5 GR D . C H G . 0+ 8 0 . 2 5 84 3 . 6 4 GR D . C H G . 1+ 0 0 . 2 5 84 3 . 7 8 GR D . C H G . 1+ 1 0 . 2 5 84 3 . 9 9 GR D . C H G . 1+ 2 8 . 7 5 84 3 . 6 1 GR D . C H G . 2+ 1 6 . 2 5 84 4 . 4 7 GR D . C H G . 3+ 3 6 . 7 0 84 5 . 8 1 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 45 46 47 AS T O R L A N E 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C (P R I V A T E ) (PRIVATE) 30' (P R I V A T E ) TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W L=18.57' Δ=53.1911R=20.00' T=10.01' CURVE DATA L=18.09' Δ=40.6535R=25.50' T=9.45' CURVE DATA L=118.93' Δ=27.2565R=250.00' T=60.61' CURVE DATA L=117.85' Δ=79.4409R=85.00' T=70.62' CURVE DATA POINT OF CURVATURE STA. 1+32.00 POINT OF TANGENCY STA. 1+50.57 POINT OF CURVATURE STA. 0+24.41 POINT OF TANGENCY STA. 0+42.50 STA. 1+69.70CL INTERSECTION STA. 3+36.70 STA. 6+85.77CL INTERSECTION STA. 2+16.25 STA. 5+93.60CL INTERSECTION STA. 0+00.00 POINT OF CURVATURE STA. 4+91.45 POINT OF TANGENCY STA. 6+10.38 POINT OF TANGENCY STA. 1+51.97 POINT OF CURVATURE STA. 0+34.11 STA. 0+00.00CL INTERSECTION STA. 1+62.83 END CONSTRUCTION STA. 0+38.74 STA. 0+00.00CL INTERSECTION STA. 0+85.09 POINT OF CURVATURE STA. 0+59.87 STA. 0+00.00CL INTERSECTION STA. 3+76.04 TILDEN WAY SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 860 830 840 850 860 0+00 82 9 . 8 84 2 . 5 5 83 3 . 7 84 2 . 3 1 83 9 . 3 84 2 . 8 2 84 1 . 2 84 3 . 3 2 1+00 84 2 . 6 84 3 . 8 3 84 2 . 7 84 4 . 1 8 84 2 . 6 84 4 . 3 6 84 2 . 1 84 4 . 5 4 2+00 84 1 . 5 84 4 . 7 2 84 1 . 4 84 4 . 9 0 84 1 . 1 84 5 . 0 8 84 0 . 8 84 5 . 2 5 3+00 84 1 . 0 84 5 . 4 3 84 1 . 2 84 5 . 6 1 84 1 . 4 84 5 . 7 9 84 1 . 9 84 5 . 9 6 4+00 84 2 . 5 84 5 . 9 8 84 3 . 0 84 5 . 8 2 84 3 . 3 84 5 . 6 5 84 3 . 6 84 5 . 4 7 5+00 84 4 . 3 84 5 . 3 0 84 4 . 0 84 5 . 1 2 83 6 . 0 84 5 . 0 2 83 5 . 6 84 5 . 1 2 6+00 83 5 . 6 84 5 . 1 8 83 5 . 6 84 5 . 0 4 83 5 . 6 84 4 . 8 6 83 5 . 5 84 4 . 6 9 0+250+500+751+251+501+752+252+502+753+253+503+754+254+504+755+255+505+756+256+506+75 84 2 . 5 0 PO I N T O F C U R V A T U R E S T A . 0 + 3 4 . 1 1 84 4 . 3 8 PO I N T O F T A N G E N C Y S T A . 1 + 5 1 . 9 7 84 5 . 3 6 PO I N T O F C U R V A T U R E S T A . 4 + 9 1 . 4 5 84 5 . 1 4 PO I N T O F T A N G E N C Y S T A . 6 + 1 0 . 3 8 -0.70%-2.08%0.70%-0.70% 2.03% 0.71% -2.08%-0.70% PVI STA: 5+49.98PVI ELEV: 844.95A.D. = 1.40%K = 28.5740.00' VC BV C S : 5 + 2 9 . 9 8 BV C E : 8 4 5 . 0 9 EV C S : 5 + 6 9 . 9 8 EV C E : 8 4 5 . 0 9 LOW PT. STA: 5+49.98LOW PT ELEV: 845.02 PVI STA: 5+93.60PVI ELEV: 845.25A.D. = -1.40%K = 28.5740.00' VC BV C S : 5 + 7 3 . 6 0 BV C E : 8 4 5 . 1 1 EV C S : 6 + 1 3 . 6 0 EV C E : 8 4 5 . 1 1 HIGH PT. STA: 5+93.60HIGH PT ELEV: 845.18 PVI STA: 3+89.60PVI ELEV: 846.07A.D. = -1.41%K = 28.3040.00' VC BV C S : 3 + 6 9 . 6 0 BV C E : 8 4 5 . 9 3 EV C S : 4 + 0 9 . 6 0 EV C E : 8 4 5 . 9 3 HIGH PT. STA: 3+89.79HIGH PT ELEV: 846.00 PO I N T O F I N T E R S E C T I O N S T A . 6 + 8 5 . 7 7 84 4 . 4 7 PO I N T O F I N T E R S E C T I O N S T A . 0 + 0 0 . 0 0 84 2 . 5 5 12" R.C.P. 42" R.C.P. INV.=839.58 INV.=835.26 PROPOSED GRADE EXISTING GRADE GR A D E C H A N G E S T A . 0 + 2 2 . 3 1 84 2 . 2 6 GR A D E C H A N G E S T A . 0 + 1 0 . 0 0 84 2 . 3 4 GR A D E C H A N G E S T A . 6 + 7 5 . 7 7 84 4 . 6 8 GR A D E C H A N G E S T A . 1 + 1 3 . 2 0 84 4 . 1 0 15" R.C.P. SHELDON PLACE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 860 830 840 850 860 0+00 83 5 . 6 84 5 . 1 8 83 5 . 5 84 5 . 0 8 83 5 . 5 84 5 . 2 5 83 5 . 5 84 5 . 4 3 1+00 83 5 . 5 84 5 . 6 0 83 5 . 6 84 5 . 7 8 83 8 . 4 84 5 . 9 5 0+250+500+751+251+50 84 5 . 0 7 PO I N T O F C U R V A T U R E S T A . 0 + 2 4 . 4 1 84 5 . 2 0 PO I N T O F T A N G E N C Y S T A . 0 + 4 2 . 5 0 84 5 . 8 3 PO I N T O F C U R V A T U R E S T A . 1 + 3 2 . 0 0 84 5 . 9 6 PO I N T O F T A N G E N C Y S T A . 1 + 5 0 . 5 7 -2.08%0.70%0.70%-2.08% EXISTING GRADE PROPOSED GRADE GR A D E C H A N G E S T A . 0 + 8 5 . 7 7 84 5 . 5 0 PO I N T O F I N T E R S E C T I O N S T A . 0 + 0 0 . 0 0 84 5 . 1 8 GR A D E C H A N G E S T A . 0 + 1 0 . 0 0 84 4 . 9 7 GR A D E C H A N G E S T A . 1 + 5 9 . 7 0 84 6 . 0 2 INV.=840.28 PO I N T O F I N T E R S E C T I O N S T A . 1 + 6 9 . 7 0 84 5 . 8 1 STEINBECK PLACE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 0+00 84 4 . 9 84 3 . 6 4 84 4 . 9 84 3 . 5 0 0+25 -2.08%0.70% PV I S T A = 0 + 3 8 . 7 4 PV I E L E V = 8 4 3 . 5 9 6 PROPOSED GRADE EXISTING GRADE 8" WATER 54 " M I N 15" R.C.P. GR A D E C H A N G E S T A . 0 + 1 1 . 3 3 84 3 . 4 0 INV.=840.08 PO I N T O F I N T E R S E C T I O N S T A . 0 + 0 0 . 0 0 84 3 . 6 4 VALENTINE LANE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 0+00 84 1 . 9 84 2 . 9 3 84 2 . 7 84 2 . 6 3 84 3 . 4 84 2 . 9 9 84 4 . 7 84 3 . 4 5 1+00 84 5 . 1 84 3 . 7 4 84 4 . 9 84 3 . 9 2 0+250+500+751+25 84 3 . 1 7 PO I N T O F C U R V A T U R E S T A . 0 + 5 9 . 8 7 -2.08%-0.60%1.86% 0.70% 18" R.C.P. 8" S.D.R. 35 P.V.C INV.=838.39 INV.=832.17 PROPOSED GRADE EXISTING GRADE GR A D E C H A N G E S T A . 0 + 8 5 . 0 9 84 3 . 6 4 GR A D E C H A N G E S T A . 0 + 1 0 . 0 4 84 2 . 7 2 PO I N T O F I N T E R S E C T I O N S T A . 0 + 0 0 . 0 0 84 2 . 9 3 GR A D E C H A N G E S T A . 0 + 2 9 . 5 0 84 2 . 6 0 EN D C O N S T R U C T I O N S T A . 1 + 3 1 . 9 0 84 3 . 9 7 PO I N T O F I N T E R S E C T I O N DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C403 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 0 S t r e e t P l a n a n d P r o f i l e . d w g - C 4 0 3 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 1 0 : 0 3 : 5 0 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 1 : 1 7 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 1" = 50 FT NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARYSERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUMCOVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THEFINAL PAVEMENT ELEVATION TO THE TOP OF THEPIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, ORASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITYAT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITHTHE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSEDRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. GRD . C H G . 0+1 0 . 0 4 842 . 7 2 GRD . C H G . 0+2 9 . 5 0 842 . 6 0 GR D . C H G . 0+8 5 . 0 9 843 . 6 4 GRD.CHG.0+11.33 843.40 0+39 843.60 0+5 0 842 . 9 9 1+50 842.53 2+50 842.0 6 3+50 842.7 1 4+50 842.9 1 5+50 842.9 3 6+50 843.53 7+50 843.96 LP4+98. 1 5 842.6 8 HP4+08. 7 9 843.1 1 HP7+35.78 843.99 LP8+03.78 843.70 LP2+60. 5 5 842.0 4 HP1+61.38 842.56 GRD.CHG. 0+10.00 841.63 GRD.CHG. 0+33.17 841.99 GRD.CHG. 0+45.08 841.91 LP 0+66.39 841.61 1 + 0 0 8 4 3 . 8 3 2+00 844.72 3+00 845.43 4+00 845.9 8 5+00 845.3 0 0+ 5 0 84 2 . 8 2 2+50 845.0 8 3+50 845.7 9GR D . C H G . 0+ 1 0 . 0 0 84 3 . 6 2 LP 0+ 5 1 . 8 4 84 3 . 4 0 HP3+89. 7 9 846.0 0 GR D . C H G . 0+ 2 2 . 3 1 842 . 2 6 G R D . C H G . 1 + 1 3 . 2 0 84 4 . 1 0 GR D . C H G . 0+1 0 . 0 0 842 . 3 4 W W W W W W W W W W W W W W W W W W W W W 80' R/W PUBLIC 21' 5' SIDEWA L K 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B. L . 5' B.L . 5' B. L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TYP . CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSS W A L K VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S.S . E 21' I . E . E . 11+0 0 12+0 0 843.6 8 1 3 + 0 0 8 4 3 . 3 1 14 + 0 0 84 1 . 8 5 16 + 0 0 8 4 0 . 4 8 11+5 0 843.3 4 13 + 5 0 8 4 2 . 5 8 15 + 5 0 84 1 . 3 1 8+62 843.99 2+00 842.3 7 3+00 842.2 8 6+00 843.23 7+00 843.83 3+76. 0 4 8+36.03 HP12+4 3 . 2 6 843.9 2 LP 1 4 + 3 9 . 5 1 84 1 . 5 8 HP 14 + 9 9 . 2 2 84 1 . 8 4 1+ 3 2 84 3 . 9 7 1+ 0 0 843 . 7 4 o o o o o o o o o o o o o o o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1743 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 STEINBECK PLACE W W W W W W W W W W W 0+ 0 0 84 4 . 2 0 1+ 0 0 84 3 . 7 8 0+ 5 0 84 3 . 8 5 1+ 5 0 84 3 . 8 2 GR D . C H G . 0+ 8 0 . 2 5 84 3 . 6 4 GR D . C H G . 1+ 0 0 . 2 5 84 3 . 7 8 GR D . C H G . 1+ 1 0 . 2 5 84 3 . 9 9 GR D . C H G . 1+ 2 8 . 7 5 84 3 . 6 1 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 FUTUREAMENITY AREA 45 46 47 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C K I N Z E R A V E . (PRIVATE) 30' TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W L=115.18' Δ=43.9952R=150.00' T=60.60' CURVE DATA L=95.14' Δ=27.2565R=200.00' T=48.49' CURVE DATA STA. 0+00.00CL INTERSECTION STA. 8+36.03 END CONSTRUCTION STA. 8+62.28 STA. 7+35.78CL INTERSECTION STA. 1+10.25 POINT OF TANGENCY STA. 6+72.87 POINT OF CURVATURE STA. 5+77.73 POINT OF TANGENCY STA. 1+90.47 POINT OF CURVATURE STA. 0+75.29 STA. 0+00.00CL INTERSECTION STA. 14+99.78 STA. 3+76.04CL INTERSECTION STA. 0+00.00 STA. 1+62.83CL INTERSECTION STA. 0+00.00 LAGERFIELD DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 860 830 840 850 860 0+00 84 1 . 8 84 1 . 8 4 84 1 . 1 84 1 . 9 4 84 1 . 4 84 1 . 7 1 84 1 . 1 84 1 . 6 3 1+00 83 9 . 8 84 1 . 9 0 83 7 . 7 84 2 . 2 9 83 1 . 4 84 2 . 5 3 82 9 . 8 84 2 . 5 2 2+00 82 9 . 8 84 2 . 3 7 82 9 . 8 84 2 . 2 1 82 9 . 8 84 2 . 0 6 82 9 . 8 84 2 . 0 8 3+00 83 4 . 4 84 2 . 2 8 83 8 . 6 84 2 . 4 9 84 1 . 0 84 2 . 7 1 84 1 . 9 84 2 . 9 2 4+00 84 2 . 4 84 3 . 1 0 84 2 . 4 84 3 . 0 6 84 2 . 7 84 2 . 9 1 84 2 . 7 84 2 . 7 6 5+00 84 2 . 6 84 2 . 6 8 84 2 . 6 84 2 . 7 8 84 2 . 7 84 2 . 9 3 83 6 . 0 84 3 . 0 8 6+00 83 7 . 6 84 3 . 2 3 84 3 . 8 84 3 . 3 8 84 5 . 6 84 3 . 5 3 84 4 . 2 84 3 . 6 8 7+00 83 7 . 8 84 3 . 8 3 83 5 . 6 84 3 . 9 7 83 5 . 6 84 3 . 9 6 83 5 . 6 84 3 . 8 1 8+00 83 7 . 6 84 3 . 7 0 84 2 . 0 84 3 . 7 7 84 3 . 0 84 3 . 9 2 0+250+500+751+251+501+752+252+502+753+253+503+754+254+504+755+255+505+756+256+506+757+257+507+758+258+50 84 1 . 6 3 PO I N T O F C U R V A T U R E S T A . 0 + 7 5 . 2 9 84 2 . 4 2 PO I N T O F T A N G E N C Y S T A . 1 + 9 0 . 4 7 84 3 . 1 0 PO I N T O F C U R V A T U R E S T A . 5 + 7 7 . 7 3 84 3 . 6 7 PO I N T O F T A N G E N C Y S T A . 6 + 7 2 . 8 7 -2.08%-0.60% -0.60%0.60%0.60% 1.56%-0.62%0.85% 0.60% 4.17%0.60% -0.60% -4.20% -0.60% PV I S T A = 0 + 0 0 . 0 0 PV I E L E V = 8 4 1 . 8 4 0 PV I S T A = 0 + 1 0 . 0 0 PV I E L E V = 8 4 1 . 6 3 2 PV I S T A = 0 + 1 5 . 3 1 PV I E L E V = 8 4 1 . 6 6 4 PV I S T A = 0 + 2 1 . 3 1 PV I E L E V = 8 4 1 . 9 1 4 PV I S T A = 0 + 3 3 . 1 7 PV I E L E V = 8 4 1 . 9 8 5 PV I S T A = 0 + 4 5 . 0 8 PV I E L E V = 8 4 1 . 9 1 4 PV I S T A = 0 + 5 1 . 0 4 PV I E L E V = 8 4 1 . 6 6 4 PV I S T A = 8 + 6 2 . 2 8 PV I E L E V = 8 4 3 . 9 9 2 PVI STA: 4+98.15PVI ELEV: 842.62A.D. = 1.20%K = 33.3340.00' VC BV C S : 4 + 7 8 . 1 5 BV C E : 8 4 2 . 7 4 EV C S : 5 + 1 8 . 1 5 EV C E : 8 4 2 . 7 4 LOW PT. STA: 4+98.15LOW PT ELEV: 842.68 PVI STA: 8+03.78PVI ELEV: 843.64A.D. = 1.20%K = 33.3340.00' VC BV C S : 7 + 8 3 . 7 8 BV C E : 8 4 3 . 7 6 EV C S : 8 + 2 3 . 7 8 EV C E : 8 4 3 . 7 6 LOW PT. STA: 8+03.78LOW PT ELEV: 843.70 PVI STA: 2+63.75PVI ELEV: 841.97A.D. = 1.47%K = 27.1740.00' VC BV C S : 2 + 4 3 . 7 5 BV C E : 8 4 2 . 0 9 EV C S : 2 + 8 3 . 7 5 EV C E : 8 4 2 . 1 4 LOW PT. STA: 2+60.55LOW PT ELEV: 842.04 PVI STA: 0+75.29PVI ELEV: 841.52A.D. = 2.16%K = 18.4940.00' VC BV C S : 0 + 5 5 . 2 9 BV C E : 8 4 1 . 6 4 EV C S : 0 + 9 5 . 2 9 EV C E : 8 4 1 . 8 3 LOW PT. STA: 0+66.39LOW PT ELEV: 841.61 PVI STA: 4+05.30PVI ELEV: 843.18A.D. = -1.45%K = 27.5140.00' VC BV C S : 3 + 8 5 . 3 0 BV C E : 8 4 3 . 0 1 EV C S : 4 + 2 5 . 3 0 EV C E : 8 4 3 . 0 6 HIGH PT. STA: 4+08.79HIGH PT ELEV: 843.11PVI STA: 7+35.78PVI ELEV: 844.05A.D. = -1.20%K = 33.3340.00' VC BV C S : 7 + 1 5 . 7 8 BV C E : 8 4 3 . 9 3 EV C S : 7 + 5 5 . 7 8 EV C E : 8 4 3 . 9 3 HIGH PT. STA: 7+35.78HIGH PT ELEV: 843.99 PVI STA: 1+49.47PVI ELEV: 842.68A.D. = -2.18%K = 25.2255.00' VC BV C S : 1 + 2 1 . 9 7 BV C E : 8 4 2 . 2 5 EV C S : 1 + 7 6 . 9 7 EV C E : 8 4 2 . 5 1 HIGH PT. STA: 1+61.38HIGH PT ELEV: 842.56 INV.=837.94 EN D C O N S T R U C T I O N S T A . 8 + 6 2 . 2 8 84 3 . 9 9 BE G I N C O N S T R U C T I O N S T A . 0 + 0 0 . 0 0 84 1 . 8 4 42" R.C.P. 12" R.C.P.15" R.C.P. 12" R.C.P.INV.=839.70 INV.=837.75 INV.=833.38 12" R.C.P.INV.=837.30 EXISTING GRADE PROPOSED GRADE 12"WATER (D.I.) 8" S.D.R. 26 P.V.C PO I N T O F I N T E R S E C T I O N S T A . 1 + 5 0 . 9 5 84 2 . 6 7 PO I N T O F I N T E R S E C T I O N S T A . 7 + 3 5 . 7 7 84 3 . 9 9 PO I N T O F I N T E R S E C T I O N S T A . 8 + 3 6 . 0 2 84 3 . 8 3 INV.=831.54 PO I N T O F I N T E R S E C T I O N S T A . 3 + 7 6 . 0 2 84 2 . 9 3 54 " M I N DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C404 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 0 S t r e e t P l a n a n d P r o f i l e . d w g - C 4 0 4 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 1 0 : 0 3 : 5 0 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 1 : 5 0 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 1" = 50 FT NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARYSERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUMCOVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THEFINAL PAVEMENT ELEVATION TO THE TOP OF THEPIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, ORASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITYAT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITHTHE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSEDRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. 8' TYP . 80' R / W PUB L I C 80' R/WPUBLIC 80' R/WPUBLIC 80' R/WPUBLIC 21' 21' 80' R/ W PUBL I C 21' 21' 22'TYP. 22 ' TY P . 8'TYP. 20' 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L.5' B.L. 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 22 ' TY P . 8'TYP. 5' B.L . CR O S S W A L K CROSSWALK CROSSWALK CR O S S W A L K CROSSWALK CROSSWALK 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D.U.&S.S.E 21' I.E.E. 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 51 52 53 54 55 56 57 58 59 TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . KI N Z E R A V E . S H E L D O N P L A C E BARRYMORE DRIVE VAR. D.U.S.&L.M.A.E. C.A.#5 C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. AS T O R L A N E (P U B L I C ) 50 ' R / W PU B L I C (PRIVATE) (P R I V A T E ) (P R I V A T E ) TI L D E N W A Y (PRI V A T E ) DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 SI G N A G E P L A N C405 1" = 50 FT Know what's R ALL REGULATORY SIGNS WILL REQUIRE AN ORDINANCEBEFORE THEY ARE ENFORCED. NOTE:ALL TRAFFIC CONTROL AND ADVISORY SIGNS MUSTCONFORM TO ALL MUTCD STANDARDS INCLUDING BUTNOT LIMITED TO DIMENSIONS OF SIGN, GRADE, PAINTCOLOR, REFLECTIVITY, HEIGHT, DISTANCE BETWEEN SIGNAND OBSTACLE (I.E. CROSSWALK, INTERSECTION, ETC.) ANDSEPARATION BETWEEN SIGN AND TRAVELED ROADWAY 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 5 S i g n a g e P l a n . d w g - C 4 0 5 Mo d i f i e d / B y : M a y 2 4 , 2 0 1 8 4 : 0 0 : 5 7 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 3 : 3 0 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T STREET NAME -8 (D3-1) STOP SIGN -10 (R1-1) SPEED LIMIT SIGN -1 (R2-1) END OF ROADWAY(1 LOCATIONS)-7 (OM4-1) DO NOT ENTERSIGN -1 (R5-1) ONE WAY STREET -2 (R6-1) 48 AB O V E E D G E O F P A V E M E N T 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 21' 2 2 ' T Y P . 8' TYP. 80' R/WPUBLIC 5' SIDEWAL K 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B. L . 5' B.L . 5' B. L . 5' B.L . 5' B. L . 5' B.L . 5' B. L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L . 5' B. L . 5' B.L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TY P . CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CROS S W A L K CROSS W A L K VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . 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 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 o o o o o o o o o o o o o o o o o o o o o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 STEINBECK PLACE 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 FUTUREAMENITY AREA 45 46 47 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C K I N Z E R A V E . KI N Z E R A V E . (PRIVATE) TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 SI G N A G E P L A N C406 1" = 50 FT Know what's R ALL REGULATORY SIGNS WILL REQUIRE AN ORDINANCEBEFORE THEY ARE ENFORCED. NOTE:ALL TRAFFIC CONTROL AND ADVISORY SIGNS MUSTCONFORM TO ALL MUTCD STANDARDS INCLUDING BUTNOT LIMITED TO DIMENSIONS OF SIGN, GRADE, PAINTCOLOR, REFLECTIVITY, HEIGHT, DISTANCE BETWEEN SIGNAND OBSTACLE (I.E. CROSSWALK, INTERSECTION, ETC.) ANDSEPARATION BETWEEN SIGN AND TRAVELED ROADWAY 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 5 S i g n a g e P l a n . d w g - C 4 0 6 Mo d i f i e d / B y : M a y 2 4 , 2 0 1 8 4 : 0 0 : 5 7 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 3 : 4 1 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T STREET NAME -8 (D3-1) STOP SIGN -10 (R1-1) SPEED LIMIT SIGN -1 (R2-1) END OF ROADWAY(1 LOCATIONS)-7 (OM4-1) DO NOT ENTERSIGN -1 (R5-1) ONE WAY STREET -2 (R6-1) 5' B.L . & D . & U . E . 23 24 25 26 27 VA R . D . U . S . A C4 0 6 A 13 15 13 A C A 13 PLAN NO SCALE DETECTABLE WARNING SURFACE 2'- 0 " 2'- 0 " DETECTABLE WARNING SURFACE CURB RAMP 1/2" EXPANSIONJOINT MATERIAL 1/2" EXPANSIONJOINT MATERIAL 6'-0" (PCCP) 24:1 (MAX.) A 1/2" EXPANSIONJOINT MATERIAL 1/2" EXPANSIONJOINT MATERIAL 6'-0" (PCCP) 24:1 (MAX.) A 10'-0" BIKE LANE -PAINTED GREEN CURB RAMP LEGEND A B C SAWCUT CONTROL JOINT CONTROL JOINT EXPANSION JOINT 13 CHAIRBACK CURB &GUTTER 14 TRANSITION CURB 15 DEPRESSED CURB &GUTTER 14 5'-0" (THERMO PIANO KEYS) 15 15 6" 15 15 13 14 14 WALK- (THERMO PIANO KEYS) 5'-0"10'-0"6'-0"6'-0" BIKE LANE -PAINTED GREEN 1'- 1 / 2 " 6 1 / 2 " 3" TOP OF CURB PCCP TACK COAT TO BE PROVIDED ATALL INTERFACES OF CONCRETEAND ASPHALT PAVEMENT (TYP.) 9 1 / 2 " 1'- 1 / 2 " 3" TOP OF CURB PCCP TACK COAT TO BE PROVIDED ATALL INTERFACES OF CONCRETEAND ASPHALT PAVEMENT (TYP.) 6 1 / 2 " TYPICAL SECTION A-ANO SCALE RAISED PEDESTRIAN CROSSING DETAILS 6"6" COMPACTED AGGREGATE #53 ONINDOT SUBGRADE TREATMENT,TYPE 1B OR 1C 1- 1/2 " - 165#/SYD. HMA SURFACE, TYPE B, 9.5 MM ON4" - 220#/SYD. HMA INTERMEDIATE, TYPE B, 19.0 MM ON4" - 330#/SYD. HMA BASE, TYPE B, 25.0 MM DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C406A 1" = 30 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 7 I n t e r s e c t i o n D e t a i l s . d w g - C 4 0 6 A Mo d i f i e d / B y : J u n e 2 8 , 2 0 1 8 4 : 0 7 : 3 5 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 6 : 0 8 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T TYPICAL ENTRANCE FROM MAIN BOULEVARD 4 4 2 6 6 1" = 30 FT 1" = 30 FT 1" = 20 FT 80 ' R / W PU B L I C 80 ' R / W PU B L I C 80 ' R / W PU B L I C 21 ' 21 ' 2 2 ' T Y P . 8' TY P . 4.5' R A D . 4.5' RAD. 4.5' R A D . 4.5' RAD. 4.5' R A D . 4 . 5 ' R A D . 29.5' R A D . 4.5' RAD. 4.5' R A D . 4.5' RAD. 2 9 . 5 ' R A D . DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 IN T E R S E C T I O N D E T A I L S C407 1" = 20 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 7 I n t e r s e c t i o n D e t a i l s . d w g - C 4 0 7 Mo d i f i e d / B y : J u n e 2 8 , 2 0 1 8 4 : 0 7 : 3 5 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 6 : 2 1 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 8' TY P . 21' 80' R/ W PUBL I C 22'TYP. 20' 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 22 ' TY P . 8'TYP. CR O S S W A L K CROSSWALK CROSSWALK 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D.U.&S.S.E 21' I.E.E. 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 51 52 53 54 VAR. D.U.S.&L.M.A.E. C.A.#5 C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. 10' R A D . 10' R A D . 15' R A D . 1 0 ' R A D . 10' R A D . 24 . 5 ' R A D . 14.5' R A D . 1 4 . 5 ' R A D . 15' R A D . 24.5' R A D . 19.75 ' R A D . 19. 7 5 ' R A D . 4.5' RAD. 4 . 5 ' R A D . 4.5' R A D . 4.5' R A D . 4 . 5 ' R A D . 4.5' R A D . 5.0' RAD. 5.0' RAD. DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 IN T E R S E C T I O N D E T A I L S C408 1" = 20 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 7 I n t e r s e c t i o n D e t a i l s . d w g - C 4 0 8 Mo d i f i e d / B y : J u n e 2 8 , 2 0 1 8 4 : 0 7 : 3 5 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 6 : 3 4 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 8' TYP . 80' R / W PUB L I C 21' 22'TYP. 20' 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L . 5' B. L . 5' B. L . 5' B.L . 5' B.L. 5' B. L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . 5' B.L . 5' B. L . 5' B. L . 9' TY P . 20'TYP. 22' TYP. 8' TYP . CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CROS S W A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . E . 5' B. L . & D . & U . E . 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2440 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 C.A.#5 21' I.E.E. 21' I.E.E. C.A.#3 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 45 46 47 50' R / W PUB L I C 50 ' R / W PU B L I C 10' R A D . 10' R A D . 15' R A D . 15' R A D . 19. 7 5 ' R A D . 19.5' R A D . 14. 5 ' R A D . 14.5 ' R A D . 14. 5 ' R A D . 14.5' R A D . 5' RAD . 5 ' R A D . 19.5' RAD. 1 9 . 5 ' R A D . 5' RAD. 4 . 5 ' R A D . 4.5' RAD. 4 . 5 ' R A D . 4.5' RAD. 5' RAD. 1 9 . 5 ' R A D . 19.5' R A D . 5. 5 ' R A D . DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 IN T E R S E C T I O N D E T A I L S C409 1" = 20 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 7 I n t e r s e c t i o n D e t a i l s . d w g - C 4 0 9 Mo d i f i e d / B y : J u n e 2 8 , 2 0 1 8 4 : 0 7 : 3 5 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 6 : 4 5 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 80' R/W PUBLIC 21' 5' SIDEWA L K 5' B.L. 5' B . L . & D . & U . E . 5 ' B . L . 9'TYP. 20' TYP . CROSS W A L K VAR. D.U.S.S.&L.M.A.E. o o o o o o 1 2 3 4 5 6 7 8 69 C.A.#2 5 0 ' R / W P U B L I C 5 ' R A D . 1 5 ' R A D . 15' RA D . 29.5 ' R A D . 29. 5 ' R A D . 34.5 ' R A D . 34.5 ' R A D . 19.5' RAD. 1 9 . 5 ' R A D . 5' RAD. 5 ' R A D . 4.5' R A D . 4.5' R A D . DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 IN T E R S E C T I O N D E T A I L S C410 1" = 20 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 7 I n t e r s e c t i o n D e t a i l s . d w g - C 4 1 0 Mo d i f i e d / B y : J u n e 2 8 , 2 0 1 8 4 : 0 7 : 3 5 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 6 : 5 8 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 2 1 ' 21 ' 8 0 ' R / W P U B L I C 22' TYP. 8 ' T Y P . 80 ' R / W PU B L I C 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 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 o o o o o o 4 . 5 ' R A D . 4.5' R A D . 4 . 5 ' R A D . 4.5' R A D . 4 . 5 ' R A D . 4.5' R A D . 29.5' R A D . 2 9 . 5 ' R A D . DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 IN T E R S E C T I O N D E T A I L S C411 1" = 20 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 0 7 I n t e r s e c t i o n D e t a i l s . d w g - C 4 1 1 Mo d i f i e d / B y : J u n e 2 8 , 2 0 1 8 4 : 0 7 : 3 5 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 7 : 0 7 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 PA V I N G P O L I C Y C412 Know what's R 1) General A) The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliary lanes and asphalt multi-use paths. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply.F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the StandardSpecifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications.J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by thispolicy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2)Foundation A) General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B)Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii)Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications.(2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203of the Standard Specifications. A) Soil Subgrades i) Subgrades shall be prepared only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications.ii)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior toplacing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. A) Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. ii)Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated inSection 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 2)Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v)Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii)Frozen material shall not be placed.iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii)The subgrade shall be subject to additional proof rolls in accordance with Section203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placementof subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 3) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordancewith Section 105.03 of the Standard Specifications. ii)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv) Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same pavingseason. vi) Widening operations shall comply with the following: (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2) The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. (4) Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. A) Preparation i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operationscommence. ii)All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications.iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement.vii) Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. B) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperatureof the surface on which it is to be placed is 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii)No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30.iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v)If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMA placement, spreading and finishing.C)Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. D) Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. E)Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii)Rollers shall not cause undue displacement, cracking, or shoving.2)Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance ofcommencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and theapproved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed theminimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course or total thickness from the pavement section indicated on the approved construction documents. F)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under theircontracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. I) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 3) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if theimprovements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. (1) 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 1 2 P a v i n g & C o n c r e t e C u r b P o l i c i e s . d w g - C 4 1 2 Mo d i f i e d / B y : A p r i l 1 9 , 2 0 1 8 2 : 1 6 : 2 1 P M / k m i t c h e l l Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 7 : 1 9 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 CO N C R E T E C U R B P O L I C Y C413 1) General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing,curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouragingpetitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of theStandard Specifications. H)For the proposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of theStandard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer'sconstruction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established bythis policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre-construction meeting. M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N) Under no circumstances shall material other than Portland Cement meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. O)Under no circumstances shall extrude type curb be installed with the corporate limits of the City of Carmel. 2)Foundation A)General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specificaitons. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope Stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proof roll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proof roll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standards Specifications. iii) The Aggregate Base material shall be obtained from a Certified AggregateProducer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperaturelimitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendardays. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Concrete Curb A)General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades of Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B)Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C)Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to place, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the pavingcontractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperaturecomplies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D)Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to therequirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of ½-inch. iii) Preformed expansion joints shall be placed at intervals of 50-feet or less,at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. A)Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5-days prior to commencing backfilling operations adjacent to the concrete curbing. B)Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications onlyt he concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose ofascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proof rolls with the Engineer a minimum of 48-hours in advance of such proof rolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or asdirected by the Engineer. F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal orexceed the minimum prescribed by the approved construction documents. G)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor'sexpense. I) If the Contractor fails to comply forthwith with any order made under theprovisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 1 2 P a v i n g & C o n c r e t e C u r b P o l i c i e s . d w g - C 4 1 3 Mo d i f i e d / B y : A p r i l 1 9 , 2 0 1 8 2 : 1 6 : 2 1 P M / k m i t c h e l l Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 7 : 2 4 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T RC RC RC GRAMERCY WEST SECTION 1 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 DE T O U R P L A N C414 Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 4 1 4 D e t o u r P l a n . d w g - C 4 1 4 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 1 1 : 5 6 : 4 9 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 7 : 3 0 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T NOT TO SCALE NOTE: ALL SIGNAGE TO BE INSTALLED TO THE WESTFIELD PUBLIC WORKS DEPARTMENT SPECIFICATIONS. LEGEND DETOUR ROAD CLOSED AHEAD END DETOUR ROAD CLOSED TO THRU TRAFFIC RC ED GRADE LEVEL 2 WHEN THE PROPOSED EXTENSION OF THE SPECIFICATIONS AND LATEST ADDITION OF STATE HIGHWAY COMMISSIONS STANDARD5 REFER TO SECTION 800 OF THE INDIANA INDIANA MANUAL OF UNIFORM TRAFFIC STREET IS TO BE a) LESS THAN TWO (2) YEARS USE THE SANDBAGS ON POSTS b) GREATER THAN TWO (2) YEARS USE THE 5'- 0 " 5'- 0 " 1/8" STEEL PLATES 1 ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO (2) COATS 2 LOCATION OF BARRICADE AS PER PLANS 3 * REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH I.S.H.C. STANDARD SPECIFICATION 912.10. 4 ** SEE I.S.H.C. STANDARD DETOUR SIGNS SHT. 3. STANDARD BARRICADE DETAIL OF WHITE PAINT. 4"x4" WOOD POST SANDBAGS (MIN. 2 BAGSPER POST) 6'-0" 1'-0" 1'-6" CONTROL DEVICES. GROUND POSTS. 4"x4" WOOD POST GENERAL NOTES 3'- 0 " MI N . VARIABLE 26'-0" TO 36'-0" FROM CURB TO CURB 1'- 8 " (2 PER POST) 4"x4" WOOD POST 2"x4" WOOD BRACES 1'- 8 " 2'- 0 " ORANGE *REFLECTIVE SHEETING 2'-0" 1'- 8 " 45 ° WHITE * REFLECTIVE SHEETING 2"x8" WOOD RAILS6"6" 6" LARGE WITH WASHERS 2"x8" WOOD RAILS 1/4" O THRU BOLTS GRADE LEVEL I.S.H.C. SIGN XR-1 ** CLOSEDROAD 10' MIN. 4"x4" WOOD POST 2'-0" ROAD CLOSED BARRICADE (see detail this sheet) (with offset barricades for local traffic only) W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/WPUBLIC 80' R/W PUBLIC 80' R/W PUBLIC 80' R/ W PUBL I C 5' SIDEWAL K 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L . 5' B. L . 5' B. L . 5' B.L. 5' B.L . 5' B.L . 5' B. L . 5' B. L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L . 5' B. L . 5' B.L . 5 ' B . L . CR O S S W A L K CROSSWALK CROSSWALK CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CROS S W A L K CROSS W A L K VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . E . 5' B.L . & D . & U . E . 5' B . L . & D . & U . 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 o o o o o o o o o o o o o o o o o o TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W VAR. D.U.S.&L.M.A.E. C.A.#5 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA TEMP.C.O. AS T O R L A N E (P U B L I C ) 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C > o o o > o o o K I N Z E R A V E . (PRIVATE) (P R I V A T E ) (PRIVATE) (P R I V A T E ) TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C500 RE V I S E D P E R I D E M C O M M E N T S AD G 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 5 0 0 S a n i t a r y P l a n a n d P r o f i l e . d w g - C 5 0 0 Mo d i f i e d / B y : A u g u s t 2 3 , 2 0 1 8 3 : 0 1 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 6 : 3 5 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 1" = 50 FT NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL INALL CASES. THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURBINLETS. INSTALL A TRACER WIRE WITH ALL SERVICE CONNECTIONS. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARYMAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLEDPAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS1-0", BUTUNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PARTOF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 3.0 FEET. REFER TO THIS SHEET FOR SANITARY TRENCH DETAIL WITHIN CITYRIGHT-OF-WAY. CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE PROPERLYSEALED, CORED-DRILLED INSTALLATIONS. EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALLCOMMON AREAS) ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C800) 870 848.0 870 W > o o o NOTE:ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUSONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BEESTABLISHED UTILIZING 1-4" RISER RING, NO MORE NO LESS, ONEACH STRUCTURE. Know what's R CONTRACTOR TO EXTENDLATERALS WITH FUTURE SECTIONS 820 830 840 850 8604' M H # 8 0 5 ST A . 9 + 1 8 TC = 8 4 5 . 9 0 386 L.F. 1.31% 8" S. D . R . 3 5 P . V . C 836.91 4' M H # 8 0 6 ST A . 1 2 + 1 4 TC = 8 4 4 . 7 0 296 L.F. 0.45% 8" S.D.R. 26 P.V.C 833.95 835.28 291 L.F. 0.45% 8" S.D.R. 26 P.V.C 832.44 833.75 4' M H # 8 0 4 ST A . 6 + 2 7 TC = 8 4 3 . 7 0 66 L.F. 0.45% 8" S.D.R. 35 P.V.C 832.04832.34 4' M H # 8 0 3 ST A . 5 + 6 1 TC = 8 4 3 . 1 0 108 L.F. 0.45% 8" S.D.R. 35 P.V.C 831.35831.84 4' M H # 8 0 2 ST A . 4 + 5 3 TC = 8 4 2 . 9 0 79 L.F. 0.45% 8" S.D.R. 35 P.V.C 830.90831.25 4' M H # 8 0 1 ST A . 2 + 2 2 TC = 8 4 1 . 8 0 141 L.F. 0.45% 8" S.D.R. 35 P.V.C 829.38830.02 4' M H # 8 0 0 ST A . 0 + 8 1 TC = 8 4 0 . 2 0 81 L.F. 0.45% 8" S.D.R. 35 P.V.C 828.82829.18 4' M H # E X ST A . 0 + 0 0 TC = 8 3 9 . 3 0 EXISTING GRADE EXISTING GRADE PROPOSED GRADE 8" S.D.R. 35 P.V.C NINV.=836.918" S.D.R. 26 P.V.C SINV.=835.288" S.D.R. 35 P.V.C EINV.=836.91 8" S.D.R. 35 P.V.C NWINV.=831.358" S.D.R. 35 P.V.C SEINV.=831.258" S.D.R. 26 P.V.C NEINV.=831.45 KI N Z E R A V E . 36" R.C.P. 12" R.C.P. 42" R.C.P. INV.=837.72 INV.=838.64 INV.=833.11 8" S.D.R. 26 P.V.C WINV.=832.448" S.D.R. 35 P.V.C NEINV.=832.348" S.D.R. 35 P.V.C SINV.=832.44 12" R.C.P.INV.=840.85 PROPOSED GRADE 8" S.D.R. 35 P.V.C WINV.=828.828" S.D.R. 35 P.V.C NINV.=830.698" S.D.R. 35 P.V.C SEINV.=828.72 INV.=838.6215" R.C.P. 8" WATER 8" WATER NOTE: CONTRACTOR SHALL MEET WITH CARMEL SEWER INSPECTOR TO DETERMINE IF CONC. CRADLES WILL BE NECESSARY 54 " M I N 54 " M I N 12"WATER (D.I.) 54 " M I N 152 L.F. 0.45% 8" S.D.R. 35 P.V.C 830.12830.80 4' M H # 8 0 1 A ST A . 3 + 7 4 TC = 8 4 3 . 4 0 MA T C H L I N E " " SH E E T A C5 0 1 C 5 0 1 C 5 0 1 SCALE: 1"=50' HOR. 1"=5' VERT. 820 830 840 850 820 830 840 8504' M H # 8 0 8 ST A . 1 + 1 9 TC = 8 4 5 . 3 0 119 L.F. 1.00% 8" S.D.R. 35 P . V . C 836.91 838.10 4' M H # 8 0 6 ST A . 0 + 0 0 TC = 8 4 4 . 7 0 EXISTING GRADE PROPOSED GRADE 8" S.D.R. 35 P.V.C NINV.=836.918" S.D.R. 26 P.V.C SINV.=835.288" S.D.R. 35 P.V.C EINV.=836.91 SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 EXISTING GRADEPROPOSED GRADE 8" S.D.R. 26 P.V.C WINV.=832.448" S.D.R. 35 P.V.C NEINV.=832.348" S.D.R. 35 P.V.C SINV.=832.44 56 L.F. 0.45% 8" S.D.R. 35 P.V.CUP INV.=832.69DOWN INV.=832.44 TE M P . C . O . ST A . 0 + 0 0 TC = 8 4 4 . 2 0 4' M H # 8 0 4 ST A . 0 + 5 5 TC = 8 4 3 . 7 0 SCALE: 1"=50' HOR. 1"=5' VERT. 820 830 840 850 820 830 840 850 4' M H # 8 1 0 ST A . 4 + 9 9 TC = 8 4 5 . 5 0 365 L.F. 1.12% 8" S.D.R. 3 5 P . V . C 833.80 837.90 4' M H # 8 0 9 ST A . 1 + 3 4 TC = 8 4 4 . 5 0 134 L.F. 0.45% 8" S.D.R. 26 P.V.C 831.45832.05 4' M H # 8 0 2 ST A . 0 + 0 0 TC = 8 4 2 . 9 0 PROPOSED GRADE LA G E R F I E L D D R I V E 8" S.D.R. 35 P.V.C NWINV.=831.358" S.D.R. 35 P.V.C SEINV.=831.258" S.D.R. 26 P.V.C NEINV.=831.45 42" R.C.P. INV.=833.67 8" WATER NOTE: CONTRACTOR SHALL MEET WITH CARMEL SEWER INSPECTOR TO DETERMINE IF CONC. CRADLES WILL BE NECESSARY EXISTING GRADE 54 " M I N SCALE: 1"=50' HOR. 1"=5' VERT. 820 830 840 850 860 4' M H # 8 0 7 ST A . 1 6 + 0 0 TC = 8 4 9 . 9 0 386 L.F. 1.31% 8" S. D . R . 3 5 P . V . C 841.95 MA T C H L I N E " " SH E E T A C5 0 1 C 5 0 1 C 5 0 1 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C501 RE V I S E D P E R I D E M C O M M E N T S AD G 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 5 0 0 S a n i t a r y P l a n a n d P r o f i l e . d w g - C 5 0 1 Mo d i f i e d / B y : A u g u s t 2 3 , 2 0 1 8 3 : 0 1 : 0 1 P M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 7 : 3 4 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T Know what's R MO H A W K W B L L C W W W W W W 80 ' R / W PU B L I C 80 ' R / W PU B L I C 80 ' R / W PU B L I C 8 0 ' R / W P U B L I C 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . 5' B.L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5' B . L . C R O S S W A L K CR O S S W A L K CR O S S W A L K C R O S S W A L K CR O S S W A L K CR O S S W A L K CR O S S W A L K VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . 31 ' D . U . &S . S . E 21 ' I . E . E . 31 ' D . U . &S . S . E 21 ' I . E . E . 5' B.L . & D . & U . E . 19 20 21 22 23 24 25 26 27 282930313233 34 35 36 37 38 39 40 41 42 43 44 50 51 52 53 54 55 56 57 58 TEMPLETON DRIVE PO W E L L W A Y KINZER AVE.KINZER AVE. SHE L D O N P L A C E BA R R Y M O R E D R I V E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W VA R . D . U . S . &L . M . A . E . C. A . # 5 C. A . # 4 C.A . # 7 C.A . # 8 C.A . # 6 VA R . D . U . S . &L . M . A . E . 45 ASTOR LANE ( P U B L I C ) 5 0 ' R / W P U B L I C (P R I V A T E ) ( P R I V A T E ) (PRIV A T E ) SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 CU R B I N L E T # 4 2 0 ST A . 1 6 + 3 7 TC = 8 4 9 . 5 4 37 L.F.0.30% 12"R.C.P.CLASS III 845.18 845.29 CU R B I N L E T # 4 1 9 ST A . 1 6 + 0 0 TC = 8 4 9 . 5 4 144 L.F. 0.50% 15" R.C.P. CLASS III 843.47844.19 MA N H O L E # 4 1 4 ST A . 1 2 + 9 9 TC = 8 4 8 . 7 3 309 L.F. 0.80% 15" R.C.P. CLASS I I I 840.90 843.37 CU R B I N L E T # 4 1 3 ST A . 9 + 9 0 TC = 8 4 5 . 5 6 181 L.F. 0.79% 18" R.C.P. CLASS I I I 840.32 157 L.F. 0.50% 12" R.C.P. CLASS III 844.29 845.08 MA N H O L E # 4 1 4 A ST A . 1 4 + 4 3 TC = 8 5 1 . 0 3 38 L.F. 1.00%15" R.C.P. CLASS IIIUP INV.=840.80DOWN INV.=840.42 CU R B I N L E T # 4 2 6 ST A . 9 + 5 2 TC = 8 4 5 . 6 7 15" R.C.P. SINV.=844.1912" R.C.P. NINV.=844.2912" R.C.P. WINV.=845.61 15" R.C.P. NINV.=843.4715" R.C.P. SINV.=843.3712" R.C.P. WINV.=843.77 EXISTING GRADE PROPOSED GRADE KI N Z E R A V E . KI N Z E R A V E . 12"WATER (D.I.) 18 " HYDRAULIC GRADE LINE CU R B I N L E T # 4 1 8 ST A . 1 + 2 0 TC = 8 5 1 . 2 6 SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 840 850 MA N H O L E # 4 1 4 A ST A . 0 + 0 0 TC = 8 5 1 . 0 3 31 L.F. 0.50%12" R.C.P. CLASS IIIUP INV.=846.76DOWN INV.=846.60 CU R B I N L E T # 4 1 7 ST A . 0 + 8 9 TC = 8 5 1 . 4 6 89 L.F. 1.00% 12" R.C.P. CL A S S III 845.61 846.50 BA R R Y M O R E D R I V E KI N Z E R A V E . EXISTING GRADE PROPOSED GRADE 15" R.C.P. SINV.=844.1912" R.C.P. NINV.=844.2912" R.C.P. WINV.=845.61 12"WATER (D.I.) 18 " MI N HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 835 840 850 CU R B I N L E T # 4 5 6 ST A . 0 + 0 0 TC = 8 4 7 . 7 7 CU R B I N L E T # 4 5 9 ST A . 1 + 2 0 TC = 8 4 8 . 9 9 61 L.F. 1.20%12" R.C.P. CLASS IIIUP INV.=845.35DOWN INV.=844.62 CU R B I N L E T # 4 5 8 ST A . 0 + 5 9 TC = 8 4 8 . 3 9 59 L.F. 2.00%12" R.C.P. CLASS III UP INV.=844.52DOWN INV.=843.34 12" R.C.P. EINV.=843.3424" R.C.P. SINV.=841.5724" R.C.P. NINV.=841.67 EXISTING GRADE PROPOSED GRADE PO W E L L W A Y TE M P L E T O N D R I V E 8" WATER 18 " MI N CU R B I N L E T # 4 5 6 ST A . 0 + 0 0 TC = 8 4 7 . 7 7 CU R B I N L E T # 4 5 9 ST A . 1 + 2 0 TC = 8 4 8 . 9 9 CU R B I N L E T # 4 5 8 ST A . 0 + 5 9 TC = 8 4 8 . 3 9 HYDRAULIC GRADE LINE STRM 414-416 SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 840 850 CU R B I N L E T # 4 1 6 ST A . 1 2 + 9 7 TC = 8 4 8 . 5 5 37 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=844.35DOWN INV.=844.24 CU R B I N L E T # 4 1 5 ST A . 1 2 + 9 7 TC = 8 4 8 . 5 5 9 L.F. 4.00%12" R.C.P. CLASS IIIUP INV.=844.14DOWN INV.=843.77 MA N H O L E # 4 1 4 ST A . 1 2 + 9 9 TC = 8 4 8 . 7 3 15" R.C.P. NINV.=843.4715" R.C.P. SINV.=843.3712" R.C.P. WINV.=843.77 KI N Z E R A V E . EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CU R B I N L E T # 4 5 4 ST A . 0 + 2 0 TC = 8 4 4 . 7 7 20 L.F. 2.00%12" R.C.P. CLASS IIIUP INV.=840.42DOWN INV.=840.02 MA N H O L E # 4 5 3 ST A . 0 + 0 0 TC = 8 4 5 . 2 7 24" R.C.P. NINV.=840.0227" R.C.P. SINV.=839.9212" R.C.P. EINV.=840.02 EXISTING GRADE PROPOSED GRADE 18 " MI N 8" WATER MA N H O L E # 4 5 3 ST A . 0 + 0 0 TC = 8 4 5 . 2 7 CU R B I N L E T # 4 5 4 ST A . 0 + 2 0 TC = 8 4 4 . 7 7 HYDRAULIC GRADE LINE DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C600 1" = 50 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 6 0 0 S t o r m P l a n a n d P r o f i l e . d w g - C 6 0 0 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 9 : 1 3 : 4 6 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 0 : 4 0 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL(SEE DETAIL ON SHEET C801) 870 848.0 870 W > o o o NOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE,NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF+0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLEWALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDEDINLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVERREQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BECONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TOTHE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THESUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVERALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TOTHE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIESPRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTSWITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVEDBY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTEDDUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTIONAND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATIONOF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ONAS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (ATFULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THETIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THECONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPEAS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGNPLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEMSTORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. 1 C6 0 2 C 6 0 2 C 6 0 2 W W W W W W W W W 80 ' R / W PU B L I C 8 0 ' R / W P U B L I C 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . 5' B.L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5 ' B . L . 5' B . L . C R O S S W A L K CR O S S W A L K CR O S S W A L K C R O S S W A L K CR O S S W A L K CR O S S W A L K CR O S S W A L K VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . VA R . D . U . S . &L . M . A . E . & P. A . E . 31 ' D . U . &S . S . E 21 ' I . E . E . 31 ' D . U . &S . S . E 21 ' I . E . E . 5' B.L . & D . & U . E . 21 22 23 24 25 26 27 282930313233 34 35 36 37 38 39 40 41 42 43 44 50 49 48 51 52 53 54 55 56 57 TEMPLETON DRIVE PO W E L L W A Y KINZER AVE. SHE L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W VA R . D . U . S . &L . M . A . E . C. A . # 5 21 ' I . E . E . C.A . # 3 C. A . # 4 C. A . # 7 C.A . # 8 C.A . # 6 VA R . D . U . S . &L . M . A . E . 45 46 47 ASTOR LANE ( P U B L I C ) 5 0 ' R / W P U B L I C (P R I V A T E ) ( P R I V A T E ) (PRIV A T E ) SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 835 840 850YA R D I N L E T # 4 4 7 ST A . 0 + 0 0 TC = 8 4 4 . 3 3 CU R B I N L E T # 4 5 0 ST A . 0 + 3 5 TC = 8 4 4 . 6 7 35 L.F. 0.67%12" R.C.P. CLASS IIIUP INV.=840.74DOWN INV.=840.51EXISTING GRADE PROPOSED GRADE 15" R.C.P. SWINV.=840.5112" R.C.P. NINV.=840.5115" R.C.P. EINV.=840.41 YA R D I N L E T # 4 4 7 ST A . 1 + 6 3 TC = 8 4 4 . 3 3 CU R B I N L E T # 4 5 0 ST A . 0 + 3 5 TC = 8 4 4 . 6 7 HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CU R B I N L E T # 4 4 3 ST A . 0 + 1 1 TC = 8 4 3 . 9 1 31 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=839.73DOWN INV.=839.64 EXISTING GRADE PROPOSED GRADE LA G E R F I E L D D R I V E 10 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=839.54DOWN INV.=839.51 CU R B I N L E T # 4 3 2 A ST A . 0 + 1 0 TC = 8 4 4 . 1 1 MA N H O L E # 4 3 2 B ST A . 5 + 8 6 TC = 8 4 4 . 2 0 36" R.C.P. WINV.=837.4736" R.C.P. EINV.=837.3712" R.C.P. SWINV.=839.51 HYDRAULIC GRADE LINE 8" S.D.R. 35 P.V.C SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 73 L.F. 1.58% 15 " R . C . P . CLASS III 838.89 840.04 91 L.F. 0.30% 15" R.C.P. CLASS III 840.14840.41 CU R B I N L E T # 4 4 6 ST A . 0 + 7 3 TC = 8 4 4 . 9 2 36 L.F. 0.30%15" R.C.P. CLASS IIIUP INV.=840.62DOWN INV.=840.51 CU R B I N L E T # 4 4 8 ST A . 2 + 0 0 TC = 8 4 4 . 6 6 35 L.F. 0.58%12" R.C.P. CLASS IIIUP INV.=840.92DOWN INV.=840.72 CU R B I N L E T # 4 4 9 ST A . 2 + 3 4 TC = 8 4 4 . 7 5 MA N H O L E # 4 1 2 ST A . 0 + 0 0 TC = 8 4 4 . 0 8 YA R D I N L E T # 4 4 7 ST A . 1 + 6 3 TC = 8 4 4 . 3 3 EXISTING GRADEPROPOSED GRADE AS T O R L A N E SH E L D O N P L A C E 18" R.C.P. NWINV.=838.8921" R.C.P. EINV.=838.7915" R.C.P. SWINV.=838.89 INV.=837.18 HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CU R B I N L E T # 4 4 5 ST A . 0 + 1 1 TC = 8 4 3 . 9 9 31 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=838.35DOWN INV.=838.26 EXISTING GRADE PROPOSED GRADE LA G E R F I E L D D R I V E CU R B I N L E T # 4 6 8 ST A . 0 + 8 1 TC = 8 4 3 . 4 5 YA R D I N L E T # 4 6 9 ST A . 1 + 3 7 TC = 8 4 2 . 5 0 56 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=838.83DOWN INV.=838.66 38 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=838.56DOWN INV.=838.45 8" WATER 18 " MI N 12 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=838.16DOWN INV.=838.12 30" R.C.P. NWINV.=838.1436" R.C.P. EINV.=838.0512" R.C.P. SEINV.=838.12 CU R B I N L E T # 4 3 4 A ST A . 0 + 1 2 TC = 8 4 4 . 1 9 MA N H O L E # 4 3 5 ST A . 7 + 4 5 TC = 8 4 4 . 3 2 HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CU R B I N L E T # 4 4 4 ST A . 0 + 3 0 TC = 8 4 3 . 5 4 49 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=839.92DOWN INV.=839.77 EXISTING GRADE PROPOSED GRADE LA G E R F I E L D D R I V E 8" WATER 18 " MI N 16 L.F. 4.00%12" R.C.P. CLASS IIIUP INV.=839.67DOWN INV.=839.05 CU R B I N L E T # 4 3 3 A ST A . 0 + 1 6 TC = 8 4 4 . 0 9 MA N H O L E # 4 3 3 B ST A . 6 + 9 2 TC = 8 4 4 . 5 2 36" R.C.P. WINV.=837.8936" R.C.P. EINV.=837.7912" R.C.P. SEINV.=839.05 HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CU R B I N L E T # 4 3 1 B ST A . 0 + 3 1 TC = 8 4 3 . 0 3 51 L.F. 0.30%15" R.C.P. CLASS IIIUP INV.=837.84DOWN INV.=837.69 YA R D I N L E T # 4 6 6 ST A . 1 + 3 9 TC = 8 4 2 . 0 0 102 L.F. 0.30% 12" R.C.P. CLASS III 838.45838.75 81 L.F. 0.50% 12" R.C.P. CLASS III 837.94838.35 EXISTING GRADE PROPOSED GRADE LA G E R F I E L D D R I V E CU R B I N L E T # 4 6 7 ST A . 2 + 4 1 TC = 8 4 5 . 0 9 7 L.F. 0.30%15" R.C.P. CLASS IIIUP INV.=837.59DOWN INV.=837.57 CU R B I N L E T # 4 3 1 A ST A . 0 + 0 7 TC = 8 4 3 . 3 9 MA N H O L E # 4 3 1 C ST A . 4 + 6 3 TC = 8 4 3 . 5 3 8" WATER 18 " MI N 36" R.C.P. WINV.=837.0036" R.C.P. SEINV.=836.9015" R.C.P. SWINV.=837.57HYDRAULIC GRADE LINE DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C601 1" = 50 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 6 0 0 S t o r m P l a n a n d P r o f i l e . d w g - C 6 0 1 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 9 : 1 3 : 4 6 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 1 : 5 3 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL(SEE DETAIL ON SHEET C801) 870 848.0 870 W > o o o NOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE,NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF+0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLEWALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDEDINLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVERREQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BECONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TOTHE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THESUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVERALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TOTHE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIESPRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTSWITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVEDBY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTEDDUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTIONAND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATIONOF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ONAS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (ATFULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THETIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THECONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPEAS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGNPLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEMSTORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/W PUBLIC 80' R/ W PUBL I C 5' SIDEWA L K 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L. 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L . 5' B.L . 5' B. L . 5 ' B . L . CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSS W A L K VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S.S . E 21' I . E . E . 5' B. L . & D . & U . E . 5' B . L . & D . & U . E . o o o o o o o o o o o o o o o o o o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2738 39 40 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 TE M P L E T O N D R I V E KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W C.A.#5 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 45 46 47 TEMP.C.O. AS T O R L A N E 50' R / W PU B L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C K I N Z E R A V E . (P R I V A T E ) (PRIVATE) 30' (P R I V A T E ) TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W TEMP. ENDSECTIONINV.=834.86 STRM 405-420 825 830 840 850 181 L.F. 0.79% 18" R.C.P. CLASS I I I 838.89 54 L.F. 0.46%24" R.C.P. CLASS IIIUP INV.=837.37DOWN INV.=837.12 256 L.F. 0.30% 27" R.C.P. CLASS III 836.25 837.02 YA R D I N L E T # 4 0 8 ST A . 3 + 0 1 TC = 8 4 2 . 5 9 108 L.F. 0.30% 27" R.C.P. CLASS III 835.83836.15 CU R B I N L E T # 4 0 7 ST A . 1 + 9 3 TC = 8 4 1 . 3 6 75 L.F. 0.27% 30" R.C.P. CLASS III 835.53835.73 15 L.F. 0.20%42" R.C.P. CLASS IIIUP INV.=833.33DOWN INV.=833.30 EN D S E C T I O N # 4 0 5 ST A . 0 + 0 2 MA N H O L E # 4 1 2 ST A . 7 + 7 1 TC = 8 4 4 . 0 8 161 L.F. 0.82% 21" R.C.P. CLASS I I I 837.47 838.79 CU R B I N L E T # 4 2 1 ST A . 1 + 1 8 TC = 8 4 1 . 9 0 CU R B I N L E T # 4 2 2 ST A . 0 + 9 7 TC = 8 4 1 . 9 0 21 L.F. 0.50%42" R.C.P. CLASS IIIUP INV.=833.44DOWN INV.=833.33 27" R.C.P. NWINV.=835.8330" R.C.P. SWINV.=835.7312" R.C.P. EINV.=836.77 18" R.C.P. NWINV.=838.8921" R.C.P. EINV.=838.7915" R.C.P. SWINV.=838.89 12" R.C.P. NEINV.=838.0524" R.C.P. SEINV.=837.3721" R.C.P. WINV.=837.47 12" R.C.P. NEINV.=837.9127" R.C.P. SEINV.=837.0224" R.C.P. NWINV.=837.12 DB L . C U R B I N L E T # 4 2 5 ST A . 6 + 1 0 TC = 8 4 2 . 6 1 CU R B I N L E T # 4 1 0 ST A . 5 + 5 7 TC = 8 4 2 . 8 7 EXISTING GRADEPROPOSED GRADE LA G E R F I E L D D R I V E 12"WATER (D.I.) 18 " MI N 12"WATER (D.I.) 18 " MI N 8" WATER 18 " MI N 8" WATER 18 " MI N 8" S.D.R. 35 P.V.CINV.=830.30 42" R.C.P. SINV.=833.4430" R.C.P. NEINV.=835.5342" R.C.P. WINV.=834.90 65 L.F. 0.23% 48"R.C.P. CLASS III 833.00833.15 HYDRAULIC GRADE LINE MA N H O L E ( 6 ' ) # 4 2 2 A ST A . 0 + 8 2 TC = 8 4 2 . 1 9 MA N H O L E ( 6 ' ) # 4 2 2 B ST A . 0 + 6 6 TC = 8 4 2 . 1 5 16 L.F. 0.96%42" R.C.P. CLASS IIIUP INV.=833.30DOWN INV.=833.15 42" R.C.P. NINV.=833.3042" R.C.P. SINV.=833.3018" R.C.P. WINV.=833.30 48" R.C.P. SINV.=833.1542" R.C.P. NINV.=833.1518" R.C.P. WINV.=833.15 SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CU R B I N L E T # 4 4 1 ST A . 1 + 2 1 TC = 8 4 3 . 5 9 63 L.F. 0.30% 18"R.C.P. CLASS III 838.30838.49 51 L.F. 1.75%18" R.C.P. CLASS IIIUP INV.=838.20DOWN INV.=837.32 CU R B I N L E T # 4 4 0 A ST A . 0 + 5 8 TC = 8 4 2 . 5 2 EXISTING GRADE PROPOSED GRADE LA G E R F I E L D D R I V E 116 L.F. 0.34% 15" R.C.P. CLASS III 838.59838.98 YA R D I N L E T # 4 8 1 ST A . 2 + 3 7 TC = 8 4 4 . 6 8 ST E I N B E C K P L A C E CU R B I N L E T # 4 2 9 ST A . 0 + 0 7 TC = 8 4 3 . 3 3 MA N H O L E # 4 2 9 A ST A . 2 + 8 5 TC = 8 4 3 . 4 8 7 L.F. 4.00%18" R.C.P. CLASS IIIUP INV.=837.22DOWN INV.=836.93 42" R.C.P. NWINV.=836.2642" R.C.P. SEINV.=836.1618" R.C.P. SWINV.=836.93 VA L E N T I N E L A N E HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 CU R B I N L E T # 4 4 2 ST A . 0 + 1 1 TC = 8 4 2 . 9 8 31 L.F. 2.98%12" R.C.P. CLASS IIIUP INV.=837.61DOWN INV.=836.69 EXISTING GRADE PROPOSED GRADE LA G E R F I E L D D R I V E 36" R.C.P. NWINV.=836.7542" R.C.P. SEINV.=836.6612" R.C.P. SWINV.=836.66 CU R B I N L E T # 4 3 0 A ST A . 0 + 0 7 TC = 8 4 3 . 2 0 7 L.F. 0.42%12" R.C.P. CLASS IIIUP INV.=836.69DOWN INV.=836.66 MA N H O L E # 4 3 0 B ST A . 4 + 1 8 TC = 8 4 3 . 4 6 HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 825 830 840 41 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=838.00DOWN INV.=837.88 EXISTING GRADE PROPOSED GRADE LA G E R F I E L D D R I V E 7 L.F. 4.00%12" R.C.P. CLASS IIIUP INV.=837.78DOWN INV.=837.49 42" R.C.P. NWINV.=835.7442" R.C.P. SEINV.=835.6412" R.C.P. SWINV.=837.49 MA N H O L E # 4 4 0 E ST A . 1 + 8 0 TC = 8 4 2 . 6 8 CU R B I N L E T # 4 3 9 ST A . 0 + 4 8 TC = 8 4 2 . 5 3 MA N H O L E # 4 4 0 E ST A . 1 + 8 0 TC = 8 4 2 . 6 8 CU R B I N L E T # 4 4 0 ST A . 0 + 0 7 TC = 8 4 2 . 5 3 HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850CU R B I N L E T # 4 4 0 B ST A . 0 + 3 1 TC = 8 4 3 . 3 6 31 L.F. 4.00%12" R.C.P. CLASS IIIUP INV.=839.35DOWN INV.=838.11 CU R B I N L E T # 4 4 0 A ST A . 0 + 5 8 TC = 8 4 2 . 5 2 12" R.C.P. SEINV.=838.1118" R.C.P. SWINV.=838.3018" R.C.P. NEINV.=838.20 EXISTING GRADE PROPOSED GRADE 8" S.D.R. 35 P.V.CINV.=832.09 HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 830 840 CU R B I N L E T # 4 0 7 ST A . 0 + 0 0 TC = 8 4 1 . 3 6 CU R B I N L E T # 4 2 3 ST A . 0 + 2 1 TC = 8 4 1 . 3 6 21 L.F. 2.50%12" R.C.P. CLASS IIIUP INV.=837.30DOWN INV.=836.77 PROPOSED GRADE EXISTING GRADE CU R B I N L E T # 4 2 4 ST A . 0 + 9 5 TC = 8 4 2 . 4 3 74 L.F. 1.70% 12" R . C . P . CLASS III 837.40 838.65 27" R.C.P. NWINV.=835.8330" R.C.P. SWINV.=835.7312" R.C.P. EINV.=836.77 KI N Z E R A V E . HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 7 L.F. 0.30%12" R.C.P. CLASS IIIUP INV.=836.62DOWN INV.=836.60 CU R B I N L E T # 4 4 0 C ST A . 0 + 0 7 TC = 8 4 2 . 8 0 MA N H O L E # 4 4 0 D ST A . 2 + 2 2 TC = 8 4 2 . 9 4 42" R.C.P. SEINV.=835.8742" R.C.P. NWINV.=835.9712" R.C.P. SWINV.=836.60 HYDRAULIC GRADE LINE DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C602Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 6 0 0 S t o r m P l a n a n d P r o f i l e . d w g - C 6 0 2 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 9 : 1 3 : 4 6 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 3 : 1 6 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL(SEE DETAIL ON SHEET C801) 870 848.0 870 W > o o o NOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE,NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF+0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLEWALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDEDINLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVERREQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BECONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TOTHE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THESUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVERALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TOTHE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIESPRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTSWITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVEDBY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTEDDUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTIONAND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATIONOF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ONAS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (ATFULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THETIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THECONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPEAS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGNPLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEMSTORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. 1 C6 0 0 C 6 0 0 C 6 0 0 1" = 50 FT MOHAWK WB LLC W W W W W W W W W W W W W W W W W W W W W 80' R / W PUB L I C 80' R/W PUBLIC 80' R/W PUBLIC 5' SIDEWA L K 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L . 5' B.L . 5' B.L . 5' B. L . 5' B.L . 5' B. L . 5' B. L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 5' B . L . 5' B.L. 5' B.L . 5' B.L . 5 ' B . L . CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CRO S S W A L K CROSSW A L K VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . E . 5' B.L . & D . & U . E . 5' B . L . & D . & U . 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 o o o o o o o o o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2440 41 42 43 44 50 49 48 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E W W W W W W W W W W W W W W W W W W W W W W C.A.#5 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 C.A.#4 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA 45 46 47 TEMP.C.O. 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C K I N Z E R A V E . (PRIVATE) 30' (P R I V A T E ) TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W TEMP. ENDSECTIONINV.=834.86 STRM 405-420 STRM 421-435A SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 EXISTING GRADE PROPOSED GRADE 42" R.C.P. EINV.=835.2942" R.C.P. NWINV.=835.3912" R.C.P. NINV.=836.65 42" R.C.P. SINV.=833.4430" R.C.P. NEINV.=835.5342" R.C.P. WINV.=834.90 20 L.F. 0.30%30" R.C.P. CLASS IIIUP INV.=838.42DOWN INV.=838.36 CU R B I N L E T # 4 3 5 B ST A . 7 + 8 3 TC = 8 4 3 . 7 7 38 L.F. 0.31%30" R.C.P. CLASS IIIUP INV.=838.26DOWN INV.=838.14 53 L.F. 0.30% 36"R.C.P. CLASS III 837.89838.05 122 L.F. 0.30% 36" R.C.P. CLASS III 837.00837.37 46 L.F. 0.31%36" R.C.P. CLASS IIIUP INV.=836.90DOWN INV.=836.75 133 L.F. 0.30% 42" R.C.P. CLASS III 836.26836.66 63 L.F. 0.30% 42" R.C.P. CLASS III 835.97836.16 YA R D I N L E T # 4 3 5 A ST A . 8 + 0 3 TC = 8 4 4 . 1 6 CU R B I N L E T # 4 3 6 ST A . 0 + 9 8 TC = 8 4 3 . 0 5 CU R B I N L E T # 4 2 1 ST A . 1 + 1 8 TC = 8 4 1 . 9 0 74 L.F. 0.30% 42" R.C.P. CLASS III 834.90835.12 82 L.F. 0.30% 42" R.C.P. CLASS III 835.39835.64 106 L.F. 0.30% 36" R.C.P. CLASS III 837.47837.79 CU R B I N L E T # 4 3 7 ST A . 0 + 7 4 TC = 8 4 2 . 7 0 23 L.F. 0.30%42" R.C.P. CLASS IIIUP INV.=835.29DOWN INV.=835.22 42 L.F. 0.30%42" R.C.P. CLASS IIIUP INV.=835.87DOWN INV.=835.74 MA N H O L E # 4 4 0 E ST A . 1 + 8 0 TC = 8 4 2 . 6 8 MA N H O L E # 4 4 0 D ST A . 2 + 2 2 TC = 8 4 2 . 9 4 MA N H O L E # 4 2 9 A ST A . 2 + 8 5 TC = 8 4 3 . 4 8 MA N H O L E # 4 3 0 B ST A . 4 + 1 8 TC = 8 4 3 . 4 6 MA N H O L E # 4 3 1 C ST A . 4 + 6 3 TC = 8 4 3 . 5 3 MA N H O L E # 4 3 2 B ST A . 5 + 8 6 TC = 8 4 4 . 2 0 MA N H O L E # 4 3 3 B ST A . 6 + 9 2 TC = 8 4 4 . 5 2 MA N H O L E # 4 3 5 ST A . 7 + 4 5 TC = 8 4 4 . 3 2 TE M P L E T O N D R I V E AS T O R L A N E TI L D E N W A Y 30" R.C.P. EINV.=838.4227" R.C.P. NINV.=838.52 8" S.D.R. 26 P.V.CINV.=831.70 INV.=834.93 8" S.D.R. 26 P.V.C HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CU R B I N L E T # 4 1 0 ST A . 5 + 5 7 TC = 8 4 2 . 8 7 37 L.F. 2.00%12" R.C.P. CLASS IIIUP INV.=838.65DOWN INV.=837.91 CU R B I N L E T # 4 0 9 ST A . 0 + 0 0 TC = 8 4 2 . 8 7 EXISTING GRADE PROPOSED GRADE 12" R.C.P. NEINV.=837.9127" R.C.P. SEINV.=837.0224" R.C.P. NWINV.=837.12 KI N Z E R A V E . HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850CU R B I N L E T # 4 6 3 ST A . 0 + 9 0 TC = 8 4 4 . 2 2 90 L.F. 4 . 0 0 % 1 2 " R . C . P . C L A S S III 836.65 840.25 CU R B I N L E T # 4 3 6 ST A . 0 + 0 0 TC = 8 4 3 . 0 5 42" R.C.P. EINV.=835.2942" R.C.P. NWINV.=835.3912" R.C.P. NINV.=836.65 EXISTING GRADE PROPOSED GRADE TI L D E N W A Y HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 DB L . C U R B I N L E T # 4 1 1 ST A . 0 + 0 0 TC = 8 4 2 . 6 1 DB L . C U R B I N L E T # 4 2 5 ST A . 6 + 1 0 TC = 8 4 2 . 6 1 37 L.F. 1.00%12" R.C.P. CLASS IIIUP INV.=838.42DOWN INV.=838.05 EXISTING GRADE PROPOSED GRADE 12" R.C.P. NEINV.=838.0524" R.C.P. SEINV.=837.3721" R.C.P. WINV.=837.47 KI N Z E R A V E . HYDRAULIC GRADE LINE DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C603 1" = 50 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 6 0 0 S t o r m P l a n a n d P r o f i l e . d w g - C 6 0 3 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 9 : 1 3 : 4 6 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 4 : 1 4 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL(SEE DETAIL ON SHEET C801) 870 848.0 870 W > o o o NOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE,NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF+0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLEWALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDEDINLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVERREQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BECONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TOTHE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THESUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVERALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TOTHE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIESPRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTSWITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVEDBY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTEDDUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTIONAND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATIONOF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ONAS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (ATFULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THETIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THECONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPEAS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGNPLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEMSTORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. EX 8" MA I N W W W W W W W W W W W 80' R/W PUBLIC 80' R/W PUBLIC 80' R/W PUBLIC 5' SIDEWA L K 5' B.L . 5' B . L . & D . & U . E . 5' B.L . 5' B.L . 5 ' B . L . CRO S S W A L K CROSS W A L K VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.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 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 o o o o o o o o o o o o o o o o o o o o o 1 2 3 4 564 65 66 67 68 69 STEINBECK PLACE W W W W W W W W W W W W 21' I.E.E. C.A.#2 C.A.#1 FUTUREAMENITY AREA TEMP.C.O. 5 0 ' R / W P U B L I C K I N Z E R A V E . KI N Z E R A V E . (PRIVATE) 30' LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E W W W W W TEMP. ENDSECTIONINV.=834.86 SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 825 830 840 CU R B I N L E T # 4 0 4 ST A . 1 + 0 3 TC = 8 3 8 . 8 3 37 L.F. 1.00%12" R.C.P. CLASS IIIUP INV.=834.59DOWN INV.=834.22 CU R B I N L E T # 4 0 3 3. 0 0 ' S U M P w / S N O U T ST A . 0 + 6 6 TC = 8 3 8 . 8 3 66 L.F. 1.68% 12" R . C . P . CLASS III 833.00 834.12 EN D S E C T I O N # 4 0 2 ST A . 0 + 0 0 KI N Z E R A V E . PROPOSED GRADE EXISTING GRADE 12"WATER (D.I.) 18 " MI N EX.GAS EX GAS MAIN IS SHOWN ATASSUMED LOCATION AND DEPTH.CONTRACTOR TO FIELD VERIFYAND RELOCATE IF NECESSARY. HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 825 830 840 OU T L E T C O N T R O L # 4 0 1 ST A . 1 + 5 1 TC = 8 3 7 . 0 0 151 L.F. 0.30% 15" R.C.P. CLASS III 830.70831.15 EN D S E C T I O N # 4 0 0 ST A . 0 + 0 0 KI N Z E R A V E . EXISTING GRADE PROPOSED GRADE EX. 8" CLAYINV.=827.82 12"WATER (D.I.) 18 " MI N EX. GAS EX GAS MAIN IS SHOWN ATASSUMED LOCATION AND DEPTH.CONTRACTOR TO FIELD VERIFYAND RELOCATE IF NECESSARY. 36 " D E P T H AS S U M E D SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 825 830 840 DB L . C U R B I N L E T # 4 6 2 ST A . 1 + 4 2 TC = 8 3 7 . 7 2 39 L.F. 0.25%15" R.C.P. CLASS VUP INV.=833.40DOWN INV.=833.30 DL B . C U R B I N L E T # 4 6 1 3. 0 0 ' S U M P w / S N O U T ST A . 1 + 0 2 TC = 8 3 7 . 7 3 102 L.F. 0.20% 21" R.C.P. CLASS III833.00 833.20 EN D S E C T I O N # 4 6 0 ST A . 0 + 0 0 EXISTING GRADE PROPOSED GRADE KI N Z E R A V E . EX. GAS EX GAS MAIN IS SHOWN ATASSUMED LOCATION AND DEPTH.CONTRACTOR TO FIELD VERIFYAND RELOCATE IF NECESSARY. 12"WATER (D.I.) 18 " MI N 36 " D E P T H AS S U M E D HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 825 830 840 CU R B I N L E T # 4 3 8 ST A . 0 + 6 7 TC = 8 4 2 . 6 8 67 L.F . 4 . 0 0 % 1 2 " R . C . P . CLASS I I I 833.00 835.67 EN D S E C T I O N # 4 3 8 A ST A . 0 + 0 0 EXISTING GRADE PROPOSED GRADE CU R B I N L E T # 4 3 8 3. 0 0 ' S U M P w / S N O U T ST A . 0 + 6 7 TC = 8 4 2 . 6 8 EN D S E C T I O N # 4 3 8 A ST A . 0 + 0 0 TC = 8 3 4 . 2 5 HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 825 830 840 CU R B I N L E T # 4 6 1 A ST A . 0 + 9 2 TC = 8 3 7 . 7 2 92 L.F. 0.29% 12" R.C.P. CLASS III 833.41833.68 DL B . C U R B I N L E T # 4 6 1 3. 0 0 ' S U M P w / S N O U T ST A . 1 + 0 2 TC = 8 3 7 . 7 3 12"WATER (D.I.) 18 " MI N PROPOSED GRADE EXISTING GRADE 15" R.C.P. SEINV.=833.3021" R.C.P. NWINV.=833.2012" R.C.P. SWINV.=833.41 8" WATER 18 " MI N HYDRAULIC GRADE LINE NOT TO SCALE PRIOR TO FABRICATION & INSTALLATION OUTLET CONTROL STRUCTURE #401 DETAIL 1 8 " R . C . P . 24"6"6" NOTE: GALVANIZED OR LAKE 1 8 " R . C . P . 6" TOPELEV.=839.40 6" INV.= 831.15 6" 6"36" 48" NTS 6" 3 6 " METHOD OF ATTACHING TO OUTLET STRUCTURE CONTRACTOR SHALL VERIFY PROPER 6 " 6 " 6 " 6 " LAKE NORMAL POOL=833.00 PROPOSED GRADE CAST IRON TRASH GUARD CAST IRON GALVENIZED OR TRASH GUARD 6.25" ORFICEINV.=833.00 10" OPENINGINV.=837.02 DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C604 1" = 50 FT Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 6 0 0 S t o r m P l a n a n d P r o f i l e . d w g - C 6 0 4 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 9 : 1 3 : 4 6 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 5 : 2 7 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL(SEE DETAIL ON SHEET C801) 870 848.0 870 W > o o o NOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE,NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF+0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLEWALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDEDINLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVERREQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BECONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TOTHE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION,THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THESUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVERALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TOTHE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIESPRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTSWITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVEDBY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTEDDUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTIONAND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATIONOF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (ATFULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THETIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THECONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPEAS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGNPLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEMSTORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. STRUCTURE TABLE STR.# 400 401 402 403 404 405 407 408 409 410 411 412 413 414 414A 415 416 417 418 419 420 421 422 422A 422B 422C 423 424 425 426 429 429A 430A 430B 431A 431B 431C 432A 432B 433A TYPE END SECTION OUTLET CONTROL END SECTION CURB INLET CURB INLET END SECTION CURB INLET YARD INLET CURB INLET CURB INLET DBL.CURB INLET MANHOLE CURB INLET MANHOLE MANHOLE CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET MANHOLE (6') MANHOLE (6') BYPASS CURB INLET CURB INLET DBL.CURB INLET CURB INLET CURB INLET MANHOLE CURB INLET MANHOLE CURB INLET CURB INLET MANHOLE CURB INLET MANHOLE CURB INLET T.C. 831.95 837.00 834.25 838.83 838.83 837.50 841.36 842.59 842.87 842.87 842.61 844.08 845.56 848.73 851.03 848.55 848.55 851.46 851.26 849.54 849.54 841.90 841.90 842.19 842.15 842.28 841.36 842.43 842.61 845.67 843.33 843.48 843.20 843.46 843.39 843.03 843.53 844.11 844.20 844.09 CASTING TYPE w/DEBRIS GUARD CUSTOM w/DEBRIS GUARD R-3501-TR/TL R-3501-TR/TL w/DEBRIS GUARD R-3501-TR/TL R-4342 R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-1772 R-3501-TR/TL R-1772 R-1772 R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-1772 R-1772 R-1772 R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-1772 R-3501-TR/TL R-1772 R-3501-TR/TL R-3501-TR/TL R-1772 R-3501-TR/TL R-1772 R-3501-TR/TL DIAMETER IN 15 12 12 48 2712 27 1224 1815 15 1512 1212 12 12 12 3042 42 42 4218 12 1221 15 18 4218 12 3612 15 12 3615 12 3612 12 DIRECTION IN W E E N NWE NW NENW NWSW N NW NW W N W NEW N N NW N NEW E SW NWSW SW NWSW SW W WSW S WSW S INV._IN 830.70 833.00 834.22 833.00 835.83836.77 836.25 837.91837.12 838.89838.89 840.90 843.47843.77 844.29845.61 844.24 846.60 845.18 835.53834.90 833.33 833.30 833.15833.15 837.40 838.05837.47 840.42 837.32 836.26836.93 836.69 836.75836.66 837.69 837.94 837.00837.57 839.64 837.47839.51 839.77 DIAMETER OUT 15 12 12 30 27 12 27 12 21 15 15 15 12 12 12 12 12 12 42 42 4218 48 12 12 24 18 18 42 12 42 15 15 36 12 36 12 DIRECTION OUT E W W SW SE SW SE SW E W S S E E E S S E S S SW S W S SE SE NE SE NE SE NE NE SE NE E NW INV_OUT 831.15 834.12 834.59 835.73 836.15 838.65 837.02 838.42 838.79 840.80 843.37 844.19 844.14 844.35 846.50 846.76 845.08 845.29 833.44 833.33 833.30833.30 833.15 837.30 838.65 837.37 840.32 837.22 836.16 836.69 836.66 837.59 837.84 836.90 839.54 837.37 839.67 SLOPE 0.30% 1.68% 1.00% 0.27% 0.30% 2.00% 0.30% 1.00% 0.82% 1.00% 0.80% 0.50% 4.00% 0.30% 1.00% 0.50% 0.50% 0.30% 0.50% 0.20% 0.96%0.62% 0.23% 2.50% 1.70% 0.46% 0.79% 4.00% 0.30% 0.42% 0.30% 0.30% 0.30% 0.31% 0.30% 0.30% 4.00% NOTES ??? SEE SHEET C604 FOROUTLET CONTROLSTRUCTURE DETAIL ??? SEE CURB INLET DETAILAND SUMP MANHOLEDETAIL D-25 ON SHEET C801 SEE CURB INLET DETAIL ONSHEET C801 ??? SEE CURB INLET DETAIL ONSHEET C801 SEE YARD INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE MANHOLE DETAIL D-20ON SHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE MANHOLE DETAIL D-20ON SHEET C801 SEE MANHOLE DETAIL D-20ON SHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAILAND SUMP MANHOLEDETAIL D-25 ON SHEET C801 ??? ??? ??? SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 ??? ??? SEE CURB INLET DETAIL ONSHEET C801 ??? SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 ??? SEE CURB INLET DETAIL ONSHEET C801 ??? SEE CURB INLET DETAIL ONSHEET C801 STRUCTURE TABLE STR.# 433B 434A 435 435A 435B 436 437 438 438A 439 440 440A 440B 440C 440D 440E 441 442 443 444 445 446 447 448 449 450 453 454 456 457 458 459 460 461 461A 462 463 466 467 468 TYPE MANHOLE CURB INLET MANHOLE YARD INLET CURB INLET CURB INLET CURB INLET CURB INLET END SECTION CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET MANHOLE MANHOLE CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET YARD INLET CURB INLET CURB INLET CURB INLET MANHOLE CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET END SECTION DLB.CURB INLET CURB INLET DBL.CURB INLET CURB INLET YARD INLET CURB INLET CURB INLET T.C. 844.52 844.19 844.32 844.16 843.77 843.05 842.70 842.68 834.25 842.53 842.53 842.52 843.36 842.80 842.94 842.68 843.59 842.98 843.91 843.54 843.99 844.92 844.33 844.66 844.75 844.67 845.27 844.77 847.77 847.77 848.39 848.99 834.25 837.73 837.72 837.72 844.22 842.00 845.09 843.45 CASTING TYPE R-1772 R-3501-TR/TL R-1772 R-4342 R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-1772 R-1772 R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-4342 R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-1772 R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL w/DEBRIS GUARD R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-3501-TR/TL R-4342 R-3501-TR/TL R-3501-TR/TL DIAMETER IN 3612 12 3012 27 30 4212 42 12 12 1218 4212 4212 15 12 15 1512 12 2412 1224 12 21 1512 12 12 DIRECTION IN WSE S NWSE N W NWN W N SW SESW NWSW NWSW S SW W SWN NW NE EN NE SE SESW S S INV._IN 837.89839.05 838.26 838.14838.12 838.52 838.36 835.39836.65 835.22 833.00 837.88 838.11838.30 835.97836.60 835.74837.49 838.59 838.45 840.14 840.51840.51 840.72 840.02840.02 843.34841.67 844.62 833.00 833.30833.41 838.45 838.66 DIAMETER OUT 36 12 36 30 30 42 42 12 12 12 18 12 12 42 42 18 12 12 12 12 15 15 15 12 12 27 12 24 24 12 12 21 12 15 12 12 12 DIRECTION OUT E NW E E SE E E S NE NE NE NW NE SE SE NE NE N N N NE E NE SE S S W S S W SW NW NE NW S E NE INV_OUT 837.79 838.16 838.05 838.42 838.26 835.29 835.12 835.67 838.00 837.78 838.20 839.35 836.62 835.87 835.64 838.49 837.61 839.73 839.92 838.35 840.04 840.41 840.62 840.92 840.74 839.92 840.42 841.57 842.18 844.52 845.35 833.20 833.68 833.40 840.25 838.35 838.56 SLOPE 0.30% 0.30% 0.30% 0.30% 0.31% 0.30% 0.30% 4.00% 0.30% 4.00% 1.75% 4.00% 0.30% 0.30% 0.30% 0.30% 2.98% 0.30% 0.30% 0.30% 1.58% 0.30% 0.30% 0.58% 0.67% 0.80% 2.00% 1.00% 1.00% 2.00% 1.20% 0.20% 0.29% 0.25% 4.00% 0.50% 0.30% NOTES ??? SEE CURB INLET DETAIL ONSHEET C801 ??? SEE YARD INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAILAND SUMP MANHOLEDETAIL D-25 ON SHEET C801 ??? SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 ??? ??? SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE YARD INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE MANHOLE DETAIL D-20ON SHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 ??? SEE CURB INLET DETAILAND SUMP MANHOLEDETAIL D-25 ON SHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE YARD INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 SEE CURB INLET DETAIL ONSHEET C801 Pipe Table NAME 419-420 417-418 415-416 414-414A 413-414 426-412 425-410 410-408 407-408 421-407 422-422A 407-423 423-424 411-425 413-426 403-404 402-403 400-401 461-462 460-461 438A-438 SIZE 12" 12" 12" 15" 15" 18" 24" 27" 27" 30" 42" 12" 12" 12" 15" 12" 12" 15" 15" 21" 12" LENGTH 37.00' 31.00' 37.00' 144.29' 308.97' 180.86' 53.73' 255.73' 108.01' 74.84' 14.91' 21.00' 73.73' 37.00' 37.53' 37.00' 66.50' 151.25' 39.43' 102.34' 66.63' SLOPE 0.30% 0.50% 0.30% 0.50% 0.80% 0.79% 0.46% 0.30% 0.30% 0.27% 0.20% 2.50% 1.70% 1.00% 1.00% 1.00% 1.68% 0.30% 0.25% 0.20% 4.00% MATERIAL R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. Pipe Table NAME 428-463 441-440A 448-450 458-459 456-458 456-457 453-456 435A-453 440B-440A 453-454 467-466 466-431B 414A-419 414A-417 414-415 435B-435 435-433B 433B-432B 432A-431C 431C-430B 430B-429A SIZE 12" 18" 12" 12" 12" 24" 24" 27" 12" 12" 12" 12" 12" 12" 12" 30" 36" 36" 36" 36" 42" LENGTH 89.90' 63.31' 34.57' 60.59' 59.18' 51.00' 154.92' 174.63' 31.02' 19.75' 101.67' 81.12' 157.21' 88.55' 9.24' 37.94' 52.88' 106.38' 122.28' 45.76' 132.61' SLOPE 4.00% 0.30% 0.67% 1.20% 2.00% 1.00% 1.00% 0.80% 4.00% 2.00% 0.30% 0.50% 0.50% 1.00% 4.00% 0.31% 0.30% 0.30% 0.30% 0.31% 0.30% MATERIAL R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. Pipe Table NAME 429-440D 440E-436 437-421 421-422 440A-429 435A-435B 445-434A 443-432A 431B-431A 442-430A 439-440 436-437 409-410 412-425 448-449 447-448 446-447 411A-446 444-433A 440D-440E 461-461A SIZE 42" 42" 42" 42" 18" 30" 12" 12" 15" 12" 12" 42" 12" 21" 12" 15" 15" 15" 12" 42" 12" LENGTH 62.86' 82.18' 74.40' 21.00' 50.50' 19.75' 31.00' 31.26' 51.00' 31.00' 41.00' 23.35' 37.00' 160.90' 34.73' 36.22' 90.82' 72.57' 48.52' 42.13' 91.63' SLOPE 0.30% 0.30% 0.30% 0.50% 1.75% 0.30% 0.30% 0.30% 0.30% 2.98% 0.30% 0.30% 2.00% 0.82% 0.58% 0.30% 0.30% 1.58% 0.30% 0.30% 0.29% MATERIAL R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 C605Know what's R 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 6 0 0 S t o r m P l a n a n d P r o f i l e . d w g - C 6 0 5 Mo d i f i e d / B y : J u l y 2 , 2 0 1 8 9 : 1 3 : 4 6 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 6 : 2 2 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 80' R/WPUBLIC 80' R/WPUBLIC 80' R/WPUBLIC 21' 21' 22 ' TY P . 8'TYP. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . CR O S S W A L K CROSSWALK CROSSWALK VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. 31' D.U.&S.S.E 21' I.E.E. TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . BARRYMORE DRIVE VAR. D.U.S. C.A.#7 C.A.#8 C.A.#6 (P U B L I C ) (PRIVATE) (P R I V A T E ) DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 WA T E R P L A N C700 AD G 1" = 50 FT Know what's R NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINEDIN EACH DIRECTION FROM 1/4 OF BENDBASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6" 8" 10"12" 14"16" 18" 20"24"30" 90°, TEES &PLUGS 27' 35'42'50' 58' 65' 73' 80' 95' 115' 45° 7' 9'11'13' 15' 17' 19'21' 24'29' 22 12°3'4'5' 6' 7' 8' 9' 10'12' 14' 11 14° 2' 2'3' 3'4' 4' 4'5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, USPIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THEDESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED REDUCER WV 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 7 0 0 W a t e r P l a n . d w g - C 7 0 0 Mo d i f i e d / B y : A u g u s t 2 3 , 2 0 1 8 8 : 5 5 : 3 8 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 7 : 0 0 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T 8' TYP . 80' R / W PUB L I C 80' R/WPUBLIC 80' R/W PUBLIC 21' 21' 21' 80' R / W PUBL I C 21' 22'TYP. 5' SIDEWA L K 20' 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L. 5' B.L. 5' B.L. 5' B.L . 5' B.L . 5' B. L . 5' B.L . 5' B. L . 5' B.L . 5' B. L . 5' B. L . 5' B.L . 5' B.L. 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B . L . 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . 22 ' TY P . 8'TYP. 5' B . L . 5' B.L. 5' B.L . 5' B.L . 5 ' B . L . 9'TYP. 20' TY P . 9' TY P . 20'TYP. 22'TYP. 8' TYP . CR O S S W A L K CROSSWALK CROSSWALK CR O S S W A L K CROSSWALK CROSSWALK CROSSWALK CROS S W A L K CROSS W A L K 12' VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E. VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. 31' D.U.&S.S.E 21' I.E.E. 31' D.U.&S.S.E 21' I.E.E. 31' D . U . &S. S . E 21' I . E . E . 5' B.L . & D . & U . E . 5' B . L . & D . & U . E . TE M P L E T O N D R I V E POWELL WAY KI N Z E R A V E . KI N Z E R A V E . STEINBECK PLACE S H E L D O N P L A C E VAR. D.U.S.&L.M.A.E. C.A.#5 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#4 C.A.#7 C.A.#8 C.A.#6 VAR. D.U.S.&L.M.A.E. FUTUREAMENITY AREA AS T O R L A N E (P U B L I C ) 50' R / W PUB L I C 50 ' R / W PU B L I C 5 0 ' R / W P U B L I C K I N Z E R A V E . (PRIVATE) (P R I V A T E ) (PRIVATE) (P R I V A T E ) TI L D E N W A Y (PRI V A T E ) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 WA T E R P L A N C701 AD G 1" = 50 FT Know what's R NOTES:NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALLMECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALLWATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINEDIN EACH DIRECTION FROM 1/4 OF BENDBASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6" 8" 10"12" 14"16" 18" 20"24"30" 90°, TEES &PLUGS 27' 35'42'50' 58' 65' 73' 80' 95' 115' 45° 7' 9'11'13' 15' 17' 19'21' 24'29' 22 12°3'4'5' 6' 7' 8' 9' 10'12' 14' 11 14° 2' 2'3' 3'4' 4' 4'5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, USPIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THEDESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED REDUCER WV 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 7 0 0 W a t e r P l a n . d w g - C 7 0 1 Mo d i f i e d / B y : A u g u s t 2 3 , 2 0 1 8 8 : 5 5 : 3 8 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 7 : 1 6 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T EX 8" MA I N 80' R/W PUBLIC 21' 21' 80' R/W PUBLIC 21' 2 2 ' T Y P . 8' TYP. 80' R/W PUBLIC 5' SIDEWA L K 5' B.L . 5' B . L . & D . & U . E . 5' B. L . 5 ' B . L . 9'TYP. 20' TYP . 9' TY P . 20'TYP. 22'TYP. 8' TYP . CRO S S W A L K CROSSW A L K VAR. D.U.S.S.&L.M.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. VAR. D.U.S.&L.M.A.E.&P.A.E. & B.M.P.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 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 o o o o o o o o o o o o o o o o o o o o o STEINBECK PLACE 21' I.E.E. 21' I.E.E. C.A.#2 C.A.#3 C.A.#1 FUTUREAMENITY AREA 50' R / W PUB L I C 5 0 ' R / W P U B L I C K I N Z E R A V E . KI N Z E R A V E . (PRIVATE) LA G E R F I E L D D R I V E (PR I V A T E ) VA L E N T I N E L A N E DA T E M A R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 WA T E R P L A N C702 AD G 1" = 50 FT Know what's R NOTES:NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALLMECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALLWATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINEDIN EACH DIRECTION FROM 1/4 OF BENDBASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6" 8" 10"12" 14"16" 18" 20"24"30" 90°, TEES &PLUGS 27' 35'42'50' 58' 65' 73' 80' 95' 115' 45° 7' 9'11'13' 15' 17' 19'21' 24'29' 22 12°3'4'5' 6' 7' 8' 9' 10'12' 14' 11 14° 2' 2'3' 3'4' 4' 4'5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, USPIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THEDESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED REDUCER WV 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 7 0 0 W a t e r P l a n . d w g - C 7 0 2 Mo d i f i e d / B y : A u g u s t 2 3 , 2 0 1 8 8 : 5 5 : 3 8 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 4 7 : 3 0 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 SA N I T A R Y S E W E R D E T A I L S C800 RE V I S E D P E R I D E M C O M M E N T S AD G 24" 28-1/2" 1" 26" 7" 1- 1 / 2 " 36" SANITARY MANHOLE R-1642A NOT-TO-SCALE The Contractor shall be required to furnish thedeveloper's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location,depth and length. Such asbuilt prints must bereceived by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs terminationshall be indicated on the surface with a metal fence post set immediately above the said termination point. 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                 Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 8 0 0 C o n s t r u c t i o n D e t a i l s . d w g - C 8 0 0 Mo d i f i e d / B y : A u g u s t 2 7 , 2 0 1 8 9 : 4 4 : 1 5 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 8 : 2 1 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T IDEM SANITARY SEWER SPECIFICATIONS DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 ST O R M S E W E R D E T A I L S C801 LABELED "DUMP NO WASTE". NOTE: ALL CASTINGS SHALL BE*NOTE TO CONTRACTOR: THE CITY OF CARMEL REQUIRES DOUBLE WALL HANCOR HI-Q SSDPIPE OR EQUAL TO BE USED. 1. 2. NOTES: The storm sewer system shall be constructed per design specified and as approved by the City ofCarmel on the final approved construction plans. Deviations from the approved design shall onlybe permitted due to special circumstances or difficulty during construction and will require priorfield approval from a designated representative of the City of Carmel in addition to supplementalapproval by the design engineer. An explanation of any such deviation shall be included as a requirement on as-built/record drawings submitted for release of performance guarantees. Approveddesign slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flowcapacity) shall require as-built certification at the time of construction, prior to backfilling the pipe.The contractor is instructed to as-built each section of storm pipe as it is being installed to ensure compliance with the design plans and as approved by the City of Carmel. All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted andconform to A.S.T.M. C-76 or latest revision. All manholes shall be precast concrete construction inaccordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover. A PRECAST CONCRETE ENDSECTION DETAIL APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH SECTION A-A SECTION B-B VERTICAL FLARE HORIZONTAL FLARE R-2 "A""A" "B" "B" DIA.E WALL D SKIRT (GROOVE-OUTLET END)(TONGUE-INLET END) WA L L DIA. WALL 0.0704' DIA.+1 BC WALL 1/32 TAPER PERINCH PER SIDE. R- 1 DIA. 1 1/2"R DIA. 1 1/2"R R- 1 66 1/2 55 1/2 4 1/2 3 3/4 3 1/4 3 1/2 SKIRT 3 1/2 3 1/24 4 4 1/24 1/2 5 5 1/25 1/25 1/2 5 3/4 6 3/4 7 1/47 3/48 1/2 9 6 1/4 R-2 9 1112 13 14 14 1/2 15 17 1/2 2022 22 24 242424 24 24 R-1 10 1/16 12 1/2 15 1/2 16 1/8 16 11/16 17 3/4 18 5/16 23 3/4 24 1/16 27 1/4 28 1/8 36 3/4 35 11/16 38 5/8 41 15/16 44 13/16 32 7/8 DIA. +1 13 1619 22 2528 31 343743 49 61 677379 85 55 E 24 3036 42 4854 60 667278 84 96 102108114 120 90 D 72 7/8 7373 73 73 1/2 73 1/2 73 3/4 97 3/4 97 3/498 98 99 999999 99 100 C 48 1/8 4646 38 30 25 1/2 19 3/4 39 1/4 34 3/435 26 39 212121 21 35 B 24 2727 35 43 1/2 48 54 58 1/2 6363 72 60 787878 78 65 A 4 69 9 9 1/2 10 1/2 12 13 1/3 1521 24 30 243424 24 27 WT. SEC 530 740990 1280 15201930 2190 315041005380 6550 8750 106301252014430 16350 8040 G or T 1 1/2 22 1/2 2 1/4 2 1/22 1/2 3 3 3/83 1/23 3/4 4 1/4 5 5 1/266 1/2 7 4 3/4 WALL 2 2 1/42 1/2 2 3/4 3 4 77 1/2 8 DIA. 12 1518 21 2427 30 333642 485460 667278 84 2500 psi CONCRETE BOTTOM OF TRENCH PERSPECTIVE VIEW - EARTH CUT AWAY TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPESIS 24" OR LESS, OR WERE NOTED ON THE DRAWINGS. NOT-TO-SCALE CONCRETE CRADLE 5'-0 " M I N 5'-0 " M I N 5'-0" MIN 5'-0" M I N 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                 Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 8 0 0 C o n s t r u c t i o n D e t a i l s . d w g - C 8 0 1 Mo d i f i e d / B y : A u g u s t 2 7 , 2 0 1 8 9 : 4 4 : 1 5 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 8 : 3 7 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T NOT-TO-SCALE 24"x64" INLET DOUBLECURB INLET SIDE VIEW PLAN VIEW PLAN VIEW SIDE VIEW NOT-TO-SCALE 24"x64" DOUBLE INLETFLAT TOP NOT-TO-SCALE 60" I.D. MONOLITHIC BASE SIDE VIEW PLAN VIEW PLAN VIEW SIDE VIEW NOT-TO-SCALE DOUBLE CURB INLET MANHOLE60" I.D. FLAT TOPw/ (2) 24" SQUARE HOLE 36"x36" 30"x30"6" CONC. PIPE REINFORCED CONCRETE BASE WEEP HOLES FOR CASTING TYPES SEE STRUCTURE DATA CHART FINISH GRADE 2'-0" 4" VARIES 0'-3" MIN. 2.5'MIN. CURB INLET CATCH BASIN NOT-TO-SCALE YARD INLET CATCH BASIN NOT-TO-SCALE FOR CASTING TYPES SEE STRUCTURE DATA CHART 24"x24" 2.5' MIN. NOTE: MAXIMUM 48 INCHESFROM T/C TO INVERT DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 ST R E E T D E T A I L S C802 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 8 0 0 C o n s t r u c t i o n D e t a i l s . d w g - C 8 0 2 Mo d i f i e d / B y : A u g u s t 2 7 , 2 0 1 8 9 : 4 4 : 1 5 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 8 : 4 3 A M / J e n n i f e r W i l l i s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he Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtainedby the developer prior to start of construction. DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 ST R E E T D E T A I L S C803 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 8 0 0 C o n s t r u c t i o n D e t a i l s . d w g - C 8 0 3 Mo d i f i e d / B y : A u g u s t 2 7 , 2 0 1 8 9 : 4 4 : 1 5 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 8 : 5 2 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T ** ** ** 21' PRIVATE ALLEY ASTOR DRIVE / BARRYMORE DRIVE / POWELL DRIVE / SHELDON DRIVE STEINBECK DRIVE / TILDEN DRIVE / VALENTINE DRIVE NOT-TO-SCALE 50' PUBLIC RIGHT-OF-WAYLAGERFIELD DRIVE NOT-TO-SCALE 80' PUBLIC RIGHT-OF-WAY BOULEVARDKINZER AVE. NOT-TO-SCALE * 91'-6'' PUBLIC RIGHT-OF-WAY BOULEVARDTEMPLETON DRIVE NOT-TO-SCALE *** WIDTHS WILL BE BASED ON DIMENSIONS SHOWN ON STREET CROSS-SECTIONS NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 ST R E E T D E T A I L S C804 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                  Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 8 0 0 C o n s t r u c t i o n D e t a i l s . d w g - C 8 0 4 Mo d i f i e d / B y : A u g u s t 2 7 , 2 0 1 8 9 : 4 4 : 1 5 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 8 : 5 8 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T DA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 BM P D E T A I L S C805 65840BKM-S1 SE C T I O N 1 KJJM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 04 / 2 0 / 2 0 1 8                                  Fi l e N a m e : S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 8 0 0 C o n s t r u c t i o n D e t a i l s . d w g - C 8 0 5 Mo d i f i e d / B y : A u g u s t 2 7 , 2 0 1 8 9 : 4 4 : 1 5 A M / a g u y o n Pl o t t e d / B y : S e p t e m b e r 2 1 , 2 0 1 8 9 : 3 9 : 0 8 A M / J e n n i f e r W i l l i s GR A M E R C Y W E S T S: \ 6 5 8 4 0 B K M - S 1 \ D W G \ C 8 0 0 C O N S T R U C T I O N D E T A I L S . D W G 9 / 2 1 / 2 0 1 8 9 : 3 9 A M