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HomeMy WebLinkAbout05060043-50 Site Plans Rcd. 8/5/2005... \Nw_i emp PROJECT LOCATION VICINITY MAP NO SCALE OPERATING AUTHORITIES GAS VECTREN P.O.Box 1700 Noblesville, Indiana 46060 317- 776 -5573 Jim Scott ELECTRIC CINERGY / PSI 1441 South Guilford Road Carmel, Indiana 46032 317 - 776-5347 Rick McClain SANITARY CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 Norrh College Avenue, Suite A Indianapolis, Indiana 46240 Jay W. Alley SCHOOL DISTRICT CARMEL/ MY SCHOOLS 5201 East 131 st Street Carmel, Indiana 46033 Ron Farrand HOLEYMOLEYSAYS "DIG SAFELY" "ITS THE LAW CALL? K1>dQVQ 04rS BEF&W YOU DIG 1- 80"2 -5544 CALL TrXL FREE FfN ACtW SWELAW XZL f-M frISACs4wsr Tic LAWTipo 4&c4TE WlT) OMAOT1 VYa THE WaERGROL VO LOGTXXV SUMCE TWO M WGfWW DAYS 12591\04151pret.dgn .8/4/2005 8:20:33 AM CABLE TELEVISION BRIGHT HOUSE NETWORK 516 East Carmel Drive Carmel, Indiana 46032 317 - 972 -9700 WATER VEOLIA WATER INDIANAPOLIS 1220 Waterway BouI6 -iard P.O. Box 1220 Indianapolis, Indiana 46206 317- 263 -6309 Mark Shockley STREETS TELEPHONE MILT N COUNTY SBC HIGHWAY DEPARTMENT 5858 North College Avenue 1770 South 10th Street Indianapolis, Indiana 46220 Noblesville, Indiana 46060 317 - 972 -9700 317- 773 -7770 Mike McBride Jeremy Pendelton STORM FIRE DEPARTMENT HAMILTON COUNTY CARMEL Y T WN HIP DRAINAGE BOARD FIRE DEPARTMENT One Hamilton County Square, Suite 188 Fire Headquarters, Station 41 Noblesville, Indiana 46060 2 Civic Square (317) 776 -8495 Carmel, Indiana 46032 317- 571 -2600 LEGEND STO STOP SIGN ® STREET NAME SIGN IMSPEED LIMIT SIGN TRWARY PLAT" RESIDENTIAL SUBDIVI90N CONTAINING 4791 AC +/- fVW 1/4, SEC. 10- T17td -R3E CLAY TOWNSHIP, WA"ILTON COUNTY, INDIANA PROJECT ADDRESS: 10479 DRCH ROAD, CARMEL, INDIANA 46032 DOCKET N0, 05060043 Pi' 05060044 SW: 6.03.04 05060045 SW: 8.09.02 05060046 SW: 6.03.19 05060047 SW: 6.03.22 05060048 SW: 8.09902 05060049 SW: 8.09902 05060050 SW: 6.02.01 X .d sm � 106th Street I f 1 ' SITE MAP SCALE: 1" = 200' STREET NAME CHART STREET NAME STREET LENGTH LAUREL RIDGE DRIVE 651' LAUREL RIDGE COURT 793' COHEN COURT 663' 25 MPH DESIGN SPEED PROJECT LOCATION 7.. J'. COHEN ' E A LT Y P LOCATION MAP NO SCALE DEVELOPER & PROPERTY OWNER JB COHEN 210 EAST 91st STREET, SUITE A INDIANAPOLIS, INDIANA 46240 PHONE: 317 -844 -4467 FAX: 317 -844-4527 CONTACT: JEFFERY B. COHEN DATE OF SUBMISSION: 06 -17 -05 REVISED: SOURCE OF TITLE: EXISTING ZONING: S 1 CERTIFIED BY: 4' ` ` � 1 1 4"0 PLANS PREPARED BY: � E/VGI/�►/EEl'�IJVG 698 TOWER ROAD? SUITE W100 PLAIIVFIELD? 11V 46168 BUS. (377.) 839-2581,, FAX (377) 838 -9777 E —MAIL banning @banning —eng. com CONTACT: LANCE G. FERRELL DATE: w 0 0 U 0 a w LQ a M P • �.. M�B�SSL�C6QTES LLC^ � � .` - a.'• {.1 "'�.''4 °Y�YS ^•�'• +��/ �'• ;�f r �'ft >f �l y{ `., J-- P--l') N­ pr -'� '�• � 4'r�. ✓''� � � ��} ` r ".�`Y'r'a'v �`Y ' � .3 j � to' i _,,^�,�.:;.= ^",.:a�� ��y.-+ �: �:, c+�.f+r.- .••Ji�S:�t:- x::� {c;r /a ;-.a,�A,.- .i?�j; i - .r`` r� ow bySalru/�L:'d1Yxd ,,, f�r,1 r f j� t ,t6 Say �� t � f ;f ��f;••�yc r � Als� +rte, 4Zqs= IN GLENCAEFARAfS, W' IINS77?A'9709705W, o. f ,i yr. ,, }i.,.�•. ti �-� � y'" .Yi f� �'f "::r;�: -'iii �f '��i... +.� s'•s� "t ,i r� %�.' "�. FLOOD FRINGE � f t, tf,/ ` \` ^mil "r T l - ^�' d3;:•F "� fr �i' `vI PER FIRM MAPS �- �,, %i'•' �j ,�! S' '. 18057CO208F & 18057CO216F DATED FEB. 19, 20034y •; ,'� N 1 { r 41 FLOOD WAY �'`,.�} �` :�_ irk PER FIRM MAPS . -..� y ; r. i,`r 18057CO208F & 18057CO216F •. �3� [� f .: ' DATED FEB. 19, 2003 A r t ;tea 3 , t >g ..' 1. PRIVATE STREET STATEMENT V •,. i � � I t� I , � a'. t Ir* amt JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO. BE RESPONSIBLE FOR THE MAINTENANCE OF THE INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHEREA MAJORITY OF LOT OWNERS SERVED BY PRIVATE STREET ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOTAND THE OWNER THEREOF AND RECOVER THE FULLASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALL AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. GENERAL NOTES 1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE W/ A BATTERY BACKUP, 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. ... \PW_Temp \dmst2591 \04151pre2.dgn 8/4/2005 8:28:22 AM FLOODPLAIN NOTE THIS PROJECT LIES IN ZONE X ( AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN) AND ZONE AE ( BASE FLOOD ELEVATIONS DETERMINED) PER FIRM MAP 18057C 0208 F, DATED FEBURARY 19, 2003 AND FIRM MAP 18057C 0216 F, DATED FEBURARY 19, 2003 BENCHMARK A STANDARD DISK, STAMPED Q 791946, ELEVATION 848.03 (NAVD 88) ABOUT 3.5 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 2.95 MILES WEST ALONG THE HAMILTON - MARION COUNTY ROAD, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A 3 -FOOT CONCRETE BOX CULVERT, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL. CURVE DATA CURVE NO. RADIUS TANGENT LENGTH FLOOD FRINGE PER FIRM MAPS DELTA 18057CO208F & 18057CO216F 200.00' DATED FEB. 19, 2003 `f�, ;tea 3 , t >g ..' 1. PRIVATE STREET STATEMENT V •,. i � � I t� I , � a'. t Ir* amt JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO. BE RESPONSIBLE FOR THE MAINTENANCE OF THE INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHEREA MAJORITY OF LOT OWNERS SERVED BY PRIVATE STREET ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOTAND THE OWNER THEREOF AND RECOVER THE FULLASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALL AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. GENERAL NOTES 1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE W/ A BATTERY BACKUP, 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. ... \PW_Temp \dmst2591 \04151pre2.dgn 8/4/2005 8:28:22 AM FLOODPLAIN NOTE THIS PROJECT LIES IN ZONE X ( AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN) AND ZONE AE ( BASE FLOOD ELEVATIONS DETERMINED) PER FIRM MAP 18057C 0208 F, DATED FEBURARY 19, 2003 AND FIRM MAP 18057C 0216 F, DATED FEBURARY 19, 2003 BENCHMARK A STANDARD DISK, STAMPED Q 791946, ELEVATION 848.03 (NAVD 88) ABOUT 3.5 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 2.95 MILES WEST ALONG THE HAMILTON - MARION COUNTY ROAD, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A 3 -FOOT CONCRETE BOX CULVERT, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL. CURVE DATA CURVE NO. RADIUS TANGENT LENGTH CHORD DELTA C1 200.00' 74.50' `f�, 1 t 1t�K*.:' .;yam, i• t 40 051'46" C2 300.00' 91.60' 177.80' 175.21' 33 057'27" C3 500.00' 86.00' ;tea 3 , t >g ..' 1. PRIVATE STREET STATEMENT V •,. i � � I t� I , � a'. t Ir* amt JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO. BE RESPONSIBLE FOR THE MAINTENANCE OF THE INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHEREA MAJORITY OF LOT OWNERS SERVED BY PRIVATE STREET ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOTAND THE OWNER THEREOF AND RECOVER THE FULLASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALL AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. GENERAL NOTES 1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE W/ A BATTERY BACKUP, 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. ... \PW_Temp \dmst2591 \04151pre2.dgn 8/4/2005 8:28:22 AM FLOODPLAIN NOTE THIS PROJECT LIES IN ZONE X ( AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN) AND ZONE AE ( BASE FLOOD ELEVATIONS DETERMINED) PER FIRM MAP 18057C 0208 F, DATED FEBURARY 19, 2003 AND FIRM MAP 18057C 0216 F, DATED FEBURARY 19, 2003 BENCHMARK A STANDARD DISK, STAMPED Q 791946, ELEVATION 848.03 (NAVD 88) ABOUT 3.5 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 2.95 MILES WEST ALONG THE HAMILTON - MARION COUNTY ROAD, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A 3 -FOOT CONCRETE BOX CULVERT, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL. CURVE DATA CURVE NO. RADIUS TANGENT LENGTH CHORD DELTA C1 200.00' 74.50' 142.64' 139.63' 40 051'46" C2 300.00' 91.60' 177.80' 175.21' 33 057'27" C3 500.00' 86.00' 170.32' 169.50' 19 031'04" C4 200.00' 35.68' 70.62' 70.26' 20013'55" C5 1 200.00' 1 31.08' 61.67' 1 61.43' 1 17 °40'03" C6 1 125.00' 1 125.00' 196.35' 1 176.78' 1 90 000'00" .A. SURFACE in H.A. BINDER STONE BASE .;11 (MIN.) COMPACTED OR UNDISTURBED SOIL 106th STREET & DITCH ROAD PAVEMENT SECTION NO SCALE LHUrrcL vrvvu /NSTR. X8911586 P.C. 1, SL. 28 ZONED S-1 .A. SURFACE 10' F� H.A. BINDER 1' 4' S o, STONE BASE CONC. WALK Z `— 6" (MIN.) COMPACTED OR UNDISTURBED SOIL LOCAL STREET PAVEMENT SECTION NO SCALE LAND DESCRIPTION That portion of the Northwest Quarter of Section 10, Township 17 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, described as follows: BEGINNING at a Harrison Monument found at the northwest corner of said Northwest Quarter, thence South 00 degrees 16 minutes 20 seconds West along the west line thereof 2068.40 feet to a mag nail with "BANNING ENG FIRM #0060" cap (herein referred to a "mag nail ") set at the southwest corner of the land of Fairmeadow Farms, Inc. as described in Instrument Number 9301106 in Office of the Recorder of said county; thence North 89 degrees 57 minutes 46 seconds East along the south line of said land and the north line of Lot 26 per the plat of Laurelwood, a subdivision in Hamilton County, Indiana as described in Instrument Number 8911586 in Plat Cabinet 1, Slide 28 in said county records 992.66 feet to a Y2 inch rebar with "MSE" cap found at the southwest comer of Lot 27 in said subdivision; thence North 00 degrees 16 minutes 41 seconds East along the west line of said subdivision 2066.86 feet to a mag nail set on the north line of said Northwest Quarter; thence North 89 degrees 56 minutes 54 seconds West along said north line 992.87 feet to the POINT OF BEGINNING, containing 47.122 acres, more or less. 50' R/W 25, & PROFILE GRADE 25, 7 13' 13' 7 Z ROLL CURB 7 ROLL CURB SLOPE Y" PER FOOT MIN. SLOPE Y4" PER FOOT MIN. SUB -SURFACE DRAIN PER CITY OF CARMEL SPECIFICATIONS BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE 10' 5' / FT. (TYP.) CONC. WALK •'h 1 NW CORNER, NW 114 SEC. /0- r17*R3E { WR /SONMONUMENT FOUND t � `fI i f — MAY BF_ REQUIRED TO FILL THIS AREA FOR ORIVEWAY. ti i 1 LQT30 J s s q CC cn, T�. Ci —10' ASPHALT PATH C,f LOT31 -r r• Q � _ z z?s'AMURER I- �k, r AVEK MURER T Q I oz>� -1, LEGEND EXISTING -ST isT STORM SEWER —s —s— SANITARY SEWER • WATER LINE —x —x— FENCE LINE --QE E OVERHEAD UTILITIES i T TELEPHONE LINE STORM MANHOLE (D STORM INLETS C) SANITARY MANHOLES o UTILITY POLES TREE TREE LINE PROPOSED STORM SEWER SANITARY SEWER 4' 1' �.l _ ---- --- - -- WATER MAIN -- �--� FLOWLINE © SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET V FIRE HYDRANT a) LO M� N Z N cc U I¢- W 0 U) V � J V) .� C � U cri O O U C=' C 1 o W !— C) U � 0 HOLEYMOLEYSAYS "DIG SAFELY" "ITS THE LAW" EAU 2 MNWG oars BE FORE YOU DVG 1- 800-382-5544 CALL PV? /AMMSMrE LA CC�1 -7d fT/SAcmySr7NELAW76EXL:Aw rE W1rHOMA07XF1' G TW A DERGROCWD LOCAIRWSBMCETWO(7) WaWNVO04YS n 114 Q) �W Wt�N C 0 m Project No: 04151 Sheet No: 2 of 3 Q � _ z I- W T Q I oz>� � J 0 W W � g U U HOLEYMOLEYSAYS "DIG SAFELY" "ITS THE LAW" EAU 2 MNWG oars BE FORE YOU DVG 1- 800-382-5544 CALL PV? /AMMSMrE LA CC�1 -7d fT/SAcmySr7NELAW76EXL:Aw rE W1rHOMA07XF1' G TW A DERGROCWD LOCAIRWSBMCETWO(7) WaWNVO04YS n 114 Q) �W Wt�N C 0 m Project No: 04151 Sheet No: 2 of 3 1L ell IN rV L4 f 00wo It a, jr jy , Ck. 0, If I kk Ili Aq -7 7 PITCH R I k 4 _1"� OAD r Jr 1pdg NFE I 11 .— 1� `�i , , , / , .1 V/ , �,� - , - - � 1 " - p V - , , i f " 4. �. I 1­� '%- " '-4, ---, 'k ?I- . . . . . . . . . . IIT 1A IiIRR r J L IP S iI-kit! i R R r '4 'A A f C 6 r T CD S Ps A �­ ,kr .......... ou e� ilk If it% stablilzation JUA Od. VOK Dec. _Aud dl�a_ A -911A DISTURBANCE OF EARTH WILL ONLY BE IN THE FRONT, REAR imem� -_ - - - - I YARD SWALES, LAKES AND WHERE UTILITIES ARE TO BE Sftdlng CONSTRUCTED. PADS FOR THE LOTS WILL NOT BE CONSTRUCTED. r — — __ 'DWIW[t - B- CONSTRUCTION SE No"'" AND MAINTENANCE SCHEDULE SWd1hg Q UE CE CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE E. LEGEND T&WOry SILT FENCE Pre-constructlon Dellneate Important vegetatlon, MaInfaln/ Re-Install markIngs natural or unIque areas, and destroyed or renwed. F— sept1c absorptlon flelds to ISIOdding CURB INLET PROTECTION preserve, und/sturbed. EstablIshIng Access Install temporary gravel Clean entrancelstreet as Muldting sed1ment traps and barrIers a and followIng each runoff EROSION CONTROL BLANKET constructlon entrance. Install necessary. Inspect weekly —_ _L_J_ TEMPORARY SEEDING shown In the detalls. event to revIew operatIng A - KwtucO Bluegrass 40 lbs/acrft or 40 W. tall Fwam plus R tons straw cond/tIon and needed lwlah/dara or add Aanw/ Ryagrass 20 lbaloara. maIntenance. MaInfoln as B - K&#Lc# Bluegrass oo lbslacrft or 40 lbs. tall Fescue; plus 2 taw straw MULCH necessary. wlWaore or add Aqnwl /�Wrass 30 /a/dare. Runoff Control and Install measures as shown on Inspwt followIng each runoff C - Spring Goo /00 1woore RIP-RAP Conveyance the plans. StabIlIze stream- event to revIew operafing D - Wheat or Aye 150 lbalwv. banks, as necessary. condItIon and needed E - Annual RyWrass 40 lbs/ocre, U lb.11000 sq. ftJ maInfenance. MaInfoln as F - Sod SILT FENCE AT INLET PROTECTION necessary. G - Straw Mulch 2 taw/our& Land ClearIng and Clear only areas necessary for Inspect mulchIng, seedIng and r///x IrrIgation needed during JurAiuy.ondlar SdpWnber. PERMANENT SEEDING GradIng constructlon. Apply temporary other measures on a regular — IrrIgatlon needed for 2 to J weeks after apptyIng sod 11me and fertilize to sft speffic sals tests or appty farl/lIzer or permanent stabIlIzatlon bas1s. RepaIr or replace as at a rate oir 1000 lbs. par acre or 12-12-12 or equIvalert. measures when work Is completed necessary. Apply nutrIents to All swales shall be seeded with 2 lbs. Adelpti bluegrass and 2 M& ParaWal DetV tye. or equIvalant par 1000 square fee. or substantlally delayed. areas where need Is evIdent, m1ch with one bale cf straw per M square fed. Ffft/lIze SOIL EROSION AND SEDIMENT CONTROL SPECIFICATIONS as vegetatIon becomes wffh 5 Jb& of 20-55-5 W /000 square fee. R/propi shall have a D50, by wolgtt, of 7 Inches. It shall be angular or sub-angular In establIshed. SEEDING CHART shope and place to a m1n1mum tiYcness of 15 Inches, unless otherwilse specIffed. Bul/dIng Constructlon Install necessary sed/ment Inspect weekly and after each MAJNTENANCE NO SCALE Protect trees durIng constructlon. Do not fill over roots. Contact developerlengtheer barrIers nd temporary runoff event. RepaIr and zInspect periodicall , especially of ter storm events, until the stand is successfully established. before cultIng any frees over 6 Inches In dIameter. (Characteristics oya successful stand include. vigorous dark green or bluish-green seedlings; uni- constructlon entrance. replace as necessary. form density.with nurse plants, legumes, and grasses well inter -mixed; green leaves; and the per- StabIlIze alldIsturbed areas ennials remaining qreen throughout the summer, at least at the plant base.) Eroslon control blanket shall be North Amer/can Green S150 or equIvalent. IncludIng soll stockpIles. Plan to add fertifizer the following growing season according to soiltest recommendations. zRepair damaged, bare, or sparse areas by filling any gullies, re-fertilizing, over- or re-seeding, and Seed and mulch w1th(h 3 days of mulchin Refer to the Indlana Handbook for Eraslon Control In DovelopIng Areas and the Urban completton Of grOdIng. xIf plan?.cover is sparse or patchy,review the plant materials chosen, soil fertility, molsture condi- Development PlannIng Gulde for addItIonal Informatlon, constructlon specIftwflons and tion, and mulching; then repair the ffected area either by over-seeding or by re-seeding and malritenance recommendatlons. The HendrIcks County Soll and Water Conservatlon D/s/rIct mulching after re-preparing the seedbed. -k If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob- and Natural Resources Conservatlon Servlm In NoblesvIlle, can be contacted at (317)773-2181. lems. (Contact our SWCD or Cooperative Extension office for assistance.) ,If additional feriilization is needed to get a satisfactory stand, do so according th soil test recom- mendations. \PW_Temp\dms12591\0415Jpre3.dgn 8/4/20511 24:54 AM MR07j=, ---------- - 0 100, 200' HOLEYNOLEYSAYS "DIG SAFELr "IT'S THE LAW" CALL 2 WOWWG DA M BEFOR6 YOUDIG 1-80"82-5544 C4LL rOl L FREE PER MMM SIAIELAWICS-1-2d IrISAGAIm r TuE LAw ro ZYLA vA 7E WTHOUMOTZ91NO TFE WAA970ROUW I OCA770M MMCE nW 12) WCW4VG DAYS BUDWCO"OWWOWORIC (1) 0 L0 N C0 (!) C: z 0 cr F_ a: LLJ CL 0 W CO �10 X I 0 < U-) LL_ CL Z z C) C-D -6 _J 0 C) C=) 1 r1_ .0) C: a) _�c 0 V_ Z C0 CC �J a) as a) 0 Q 0 W 0 0 < CL Z z W 0 0 (.) 0 Z 3: Z Z 0 CC �J 0 , J 4� W W CO :2 0 cc < W Co I� L ko ",\ 9) N I ko N Iz LQ Q k N,-.4 Project No: 04151 Sheet No: 3 of 3