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07070004 Preliminary Plat Rcv. 6/22/2007 DOCS
.n N r 1) LP oo r- O O N N N 0 d I I N N z E d. a� Y CO 0 N N to Ln CID to 1 Ln 1 x 0 m 1 1 M L Ln N z N .o a. 0 U Y U a N O co vi ,.; Cl- m 0 0 Land Description A part of the northwest quarter of the northwest quarter of Section 21, Township 18 North, Range 4 East and more particularly described as follows: Commencing at the northwest corner of the northwest quarter of said Section 21; thence South 89 Degrees 43 Minutes 14 Seconds East 573.30 feet; thence continuing 89 Degrees 43 Minutes 14 Seconds East 330 feet; thence South 00 Degrees 03 Minutes 46 Seconds East 73.16 feet to an iron pen and the Point of Beginning of this description; thence continuing South 00 Degrees 03 Minutes 46 Seconds East 586.84 feet to an iron pen; thence South 89 Degrees 43 Minutes 14 Seconds East 330.00 feet to a concrete monument; thence South 00 Degrees 03 Minutes 46 Seconds East 9.98 feet to an iron pen; thence South 89 Degrees 43 Minutes 14 Seconds East 541.57 feet; thence North 00 Degrees 16 Minutes 13 Seconds West 342.20 feet to a concrete monument; thence North 11 Degrees 02 Minutes 23 Seconds East 133.83 feet to a concrete monument; thence North 00 Degrees 16 Minutes 13 Seconds West 65.62 feet to a concrete monument; thence North 43 Degrees 20 Minutes 39 Seconds East 48.66 feet to a concrete monument; thence South 88 Degrees 34 Minutes 29 Seconds East 246.11 feet to a concrete monument; thence North 87 Degrees 33 Minutes 11 Seconds East 137.95 feet to a concrete monument; thence North 64 Degrees 52 Minutes 19 Seconds East 72.64 feet to a concrete monument; thence North 84 Degrees 16 Minutes 14 Seconds East 125.36 feet to a concrete monument; thence South 82 Degrees 47 Minutes 01 seconds East 198.30 feet to a concrete monument; thence South 89 Degrees 43 Minutes 14 Seconds East 42.72 feet to the Points of Beginning. Containing 11.62 acres, more or less. Soils Map MmB2 Br 1( CrA ( ) 11 Br \ MmC2 MmC2 I 1\ MmC2 MmB2 E. 146th street MmC2 MmB2 a`G& Br Br MmB2 0 IAMI TAI Br F_1 CrA SYMBOL NAME Br Brookston silty clay loam CrA Crosby silt loam, 0 to 3 percent slopes MmB2 Miama Silt Loam, 2 to 6 percent slopes, eroded MmC2 Miama Silt Loam, 6 to 12 percent slopes, eroded MmA Crosby silt loam, 0 to 3 percent slopes MoC3 Miami Clay Loam, 6 to 12 percent slopes, severely eroded Soils information shown here is taken from Hamilton County GIS data or 90ii 11, ap 156th Street Ld 2 J cu l •�,.1 7 ST �atF I y f 6 _ r i --, Kl- \ .1 J f 146th Street B M , .8 38 y > ren�4 Ch J y r 7 Project Location CU To - - � + p.` c '• ' � - � ... `I z � of _ - - L 779 i =' 136th Street : ' ` A STREE r ° \ �---= ©" •_ t Miscellaneous Notes 1. BSL = Building Setback Line 2. D. & U.E. = Drainage and Utility Easement 3 5 TM 'R - NW Cor. NW 1/4 S21- T18N -R4E I� STM ____1STV - -� WTR , WTR PROPOSED 8" SEWER EXTENSION EXTENSION APPROX. 950' SOUTH ALONG GRAY ROAD SYMBOL LEGEND "V WATER VALVE ® CATCH BASIN • BOLLARD O STORM SEWER MANHOLE uTP TELEPHONE PEDESTAL ® DRAINAGE STIR. LABEL FBX FIBER OPTIC HAND HOLE( STM LIGHT POLE �1 SANITARY STIR. LABEL ® HAND HOLE WITH GROUND EQUIP. STM GUY WIRE 14 BOULDER ® ELECTRIC HAND HOLE WTR UTILITY POLE UGE UNDERGROUND UGE ELECTRIC U UNDERGROUND UGT TELEPHONE T SAN SANITARY SEWER SAN FIRE HYDRANT 17 SIGN O SANITARY MANHOLE ® STOP SIGN a SHRUB ® IRON PIN - OR - REBAR LPROPOSED FEATURE DECIDUOUS TREE M GAS VALVE CURB INLET CLOSED LID CONIFEROUS TREE 12' RCP W 15' RCP S/W GAS MARKER ZONING CLASSIFICTION CARMEL: S1 • • " • � � � FLOWLINE Structure _- Pipes _ Upstream Downstream Connection I Connection 10 GAS Plat - Erosion Control Details GAS LINE 11 GAS C. END SECTION STM NA - 12 11 _ ! OUT - STORM SEWER 13 STM CLOSED LID 14 yy-rR 14 15 WTR WATER LINE 16 17 12 I 10 18 - - RIGHT -OF -WAY 19 811.44 TC 12" RCP E W 20 LPROPOSED FEATURE - _ 23 EXISnNG FEATURE CURB INLET CLOSED LID - 15 Type Grate Top of Casting or Gutter Pipes _ Upstream Downstream Connection I Connection Invert Structure Plat - Erosion Control Details C. END SECTION NA NA - 15_" RCP N 11 _ ! OUT - _ NA i21 MANHOLE CLOSED LID 810.92 TC 15' RCP N S 14 1 10 805.57 22 12" W 12 I 10 805.57 CURB INLET CURB INLET 811.44 TC 12" RCP E W 13 I 11 - _ 23 CURB INLET MANHOLE CURB INLET CLOSED LID - _ 817.77 TC 12' RCP W 15' RCP S/W NA - 15 12 11 - _810.09 24 CURB INLET - CURB INLET BOX INLET CURB INLET CURB INLET BEE HIVE 816.00 TC 15_ " _RCP - I - - - -- 12 " "E 12' RCP E N _ 16 - 14 _- _ 25_ - - 17 18 15 16 - - BOX INLET BEE HIVE - 12" RCP S E 19 17 - 26 CURB INLET CURB INLET - 12' RCP E W 20 18 - CURB INLET CURB INLET - 12' RCP W NA 19 - 27 28 i - 17 - 19 7nNING CI ASSIFICTION 9.98' GRAPHIC SCALE 0 20 40 Brookview Properties 146th Street Office Complex Southeast Corner of 146th Street & Gray Road, Carmel, Indiana Owner: Brookview Properties 805 City Center Drive Suite 140 Carmel, Indiana 46032 __- Plat Prepared For: Brookview Properties Attn. Kelli Lawrence 805 City Center Drive Suite 140 Carmel, Indiana 46032 W Survey Prepared By: Bordenet Design D. Scott Bordenet, PE, LS 8902 Alibeck Ct. Indianapolis, IN 46256 ffm� Wan B D 1i F Certification Dater June 20th, 2007 `� \ \ � 1111111111 , AOTT B� No. 20100044 ' STATE OF e - H General Notes: A. The purpose of this primary plat is to establish lot configuration for secondary platting and construction documents of common and access areas. Final development of the individual lots may vary, but will substantially comply with the development indicated hereon. B. This is a topography shown on this plat is based upon a surveyed provided by Brookview properties, The vertical datum for this survey was a cut 'Y' on the southwest corner of the concrete water pit approx. 330' East and 35' North of the intersection of Gray Rd. and 146th Street (Elev. 827.85 NAVD88). C. Parking Analysis: (Areas and counts are approximate) Lot 1; 3,844 sft. building area; 29 spaces. Lot 2; 12,000 sft. building area; 54 spaces. Lot 3; 21,200 sft. building area; 63 spaces. Lot 4; 13,600 sft. building area; 56 spaces. Lot 5; 21,600 sft. building area; 105 spaces. Note: Total shared parking = 110 spaces. D. ADA compliant ramps shall be installed at all crossings. E. Domestic Water and Sewer usage. Total usage: 8,880 gallons per day. Instantaneous peak rate estimated to be 22,200 gpd. " Z F. The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. Parts of the within Z described tract of land lie within a Flood o V Hazard Zone A as said tract plots by scale on Community Panel Numbers 18057CO14OF V (2- 19 -03) and 18057CO227F (2- 19 -03). No parts of the developed tract lie within the P Flood Hazard Zone A of said panels. Primary Plat Index 1. Primary Plat R 2. Primary Plat - Landscaping 3. Primary Plat - Erosion Control Sheet 4. Primary Plat - Erosion Control Details BROOKVIEW PROPERTIES Revision Block _ Rev. No. Description - Date T IN FEET) _ T - - -- - - - -- - - - - -- - -- - -- - 1 inch = 40 ft. } -- .0 Structure Data Table - - D. Scott Bordenet, P.E., L.S. To of Casting Upstream Downstream To of Castin Upstream Downstream Type Grate p 9 Pipes p Invert Structure Type Grate p g .Pipes P I Invert - - - Ph. 317 - 536 -6181 or Gutter Connection Connection or Gutter Connection Connection - _ _� - - -- _ _ Fax: 317 - 536 -6220 MANHOLE CLOSED LID 827.45 TC 30' RCP_" OFFSITE 22 810.33 _29 BOX INLET BEE HIVE 811.45 TC 15" RCP_ NE NAB 28 __ MANHOLE CLOSED LID 824.30 TC 30" RCP E 21 25 809.68 30 MANHOLE CLOSED LID - 30" RCP E W 25 33 - - - 8902 aibeck IN • � - - -� ndia a o 's 15 RCP N 23 25 819.36 _ _ _ _ _ 15 RCP N 31 33 - 1 n p h , IN 46256 CURB INLET CURB INLET 823.99 TC 15' RCP S 24 22 - _ __31 CURB INLET_ CURB INLET - 15' RCP S- 32 30 - v 12' RCP N 24 22 - -- - - - -- - - -- - - -� _ _ T __ 12' RCP N -32 - __30. Pr0'ect Number: CURB INLET Tj- CURB _ INLET - 12' RCP S _ -. NA __; 23 _ __ - -32 - - CURB INLET t C_U_RB INLET _ _ -_ 12'__ RCP S_ _ NA 31 - , MANHOLE t CLOSED LID 818.01 TC 30' RCP E 22 + 30 807.74 33 CONC. END SECTION NA - NA 0 " - - - - -- - -- -- - - - -- - -- -- 30 RCP � - - - -- - 30_- _OUTLET 2007-039 15' RCP N 26 30 813.63 15' RCP S 28 30 - t - CURB INLET CURB INLET 818.00 TC 15' RCP S 27 25 Sheet No. _ - 12" RCP N 27 25 - �__ - - � CURB INLET CURB INLET 12' RC_P S NA 26 - _ - - - -- BOX INLET BEE HIVE - + 150 RCP N 29 25 - ��� _ _____ ____ - - _- _� -_ Of 4 i 15' RCP SW I 29 25 __�_ _ -___ __ 21 3 , ; . - - 2 25 27 29 -- - 31 _ 33 - A - 7 - E 00 0 N N N 0 v u 0 U N O a N a 0 E a`. a 0 0 m 0 N N CAD tI M v co i Cl- CIO N to Z N Q 0 g U N 0 00 Li a� 0 m 0 N D Landscaping .requirements SMALL TREES with narrow crowns (Suitable for tree lawns 3 to 5 feet wide, and under wires.) Acer griseum - Paperbork Maple Amelanchier arborea - Shadblow Serviceberry Amelonchier x grandiflora 'Robin Hill' - Robin Hill Serviceberry Comus kousa - Kousa Dogwood Fraxinus pennsylvanica 'Leprachan' - Leprachan Ash Magnolia x quinquepeta 'Galaxy' - Galaxy Magnolia Prunus serrulata 'Amanogawo' - Amanogowa Oriental Cherry Prunus virginiano 'Canada Red Select' - Canada Red Select Cherry Sorbus tianshanica 'Dwarf Crown' - Turkestan Mountain Ash Syringe reticulate 'Ivory Silk' - Ivory Silk Japanese Tree Lilac SMALL TREES with broad crowns (Suitable for tree lawns at least 8 feet wide, and under wires.) Acer compestre - Hedge Maple Acer ginnala - Amur Maple Acer tortarion - Tortarion Maple Amelanchier loevis 'Cumulus'- Cumulus Serviceberry Carpinus caroliniano - American Hornbeam Cercis conadensis - Redbud Chionanthus virginicus - Fringetree Cornus alternifolia - Pagoda Dogwood Halesia caroling - Silverbell Maackia amurensis - Amur Moackia or Mayday Tree Molus spp. - Crabapple Varieties *: Centzam, Red Splender, Red Jewel, Van Eseltine, Zumi "See Indiana Urban Forest Council's recommended Crabapple list." Prunus virginiana 'Shubert' - Shubert Chokecherry Robinia pseuococia 'Globehead' - Globe Locust Synnga reticulate - Japanese Tree Lilac *limit use - over planted genus MEDIUM TREES (Suitable for tree lawns 6 to 8 feet wide, but not under wires.) Aesculus x cornea 'Briotii' - Rubyred Horsechestnut Alnus cordata - Italian Alder Alnus glutinosa - European Black Alder Betula nigra - River Birch Betula nigra - River Birch Carpinus betulus - European Hornbeam Cladrostis kentukea - Yellowwood Fagus sylvatica 'Purpurea Tricolor' or 'Roseo- marginate' - Tricolor Beech Gleditsia triacanthos inermis 'Impcole' - Imperial Honeylocust Koelreuteria paniculata - Golden -Rain Tree Nyssa sylvatica - Sourgum / Blackgum Ostrya virginiana - Hophornbeam Phellodendron amurense 'Macho' - Male Corktree Quercus robur 'Fastigiate' - Pyramidal English Oak Quercus robur 'Skyrocket' - Skyrocket English Oak Sophora japonica - pagodatree Tilia cordata 'Corzomloin' - Corinthian Littleleaf Linden Tilia x flavescens 'Glenleven' - Glenleven Hybrid Linden LARGE TREES (Suitable for tree lawns at least 8 feet wide and not under wires) Acer nigrum - Black Maple Acer platanoides 'Emerald Queen' - Emerald Queen Norway Maple Celtis loevigata 'All Seasons' - All Seasons Sugarberry Celtis occidentalis 'Prairie Pride' - Prairie Pride Hockberry Cercidiphyllum japonicum - Katsuro Tree Corylus colurna - Turkish Filbert Eucommia ulmoides - Hardy Rubber Tree Fagus grandifolia - American Beech Fagus sylvatica - European Beech Fraxinus americana - White Ash Fraxinus pennsylvanica - Green Ash Ginkgo biloba - Ginkgo (male only) Gleditsia triacanthos inermis 'Moraine' - Moraine Honeylocust Gleditsia triacanthos inermis 'Shademoster' - Shademoster Honeylocust Gymnoclanus dioica - Kentucky Coffeetree Liriodendron tulipifera - Tuliptree Magnolia acuminate - Cucumber Magnolia Metasequoia glyptostroboides - Dawn Redwood Platanus x acerifolia 'Bloodgood' - Bloodgood London Planetree Platanus x acerifolia 'Columbia' - Columbia London Planetree Platanus x acerifolia 'Liberty' - Liberty London Planetree Quercus alba - White Oak Quercus bicolor - Swamp White Oak Quercus coccinea - Scarlet Oak Quercus macrocarpa - Bur Oak Quercus muehlenbergii - Chinkapin Oak Quercus rubra - Northern Red Oak Toxodium distichum - Bald Cypress Tilia americana 'Redmond' - Redmond Linden Tilia tomentoso - Silver Linden Ulmus parvifolia * - Chinese / Lacebark Elm Ulmus parvifolia * 'Dynasty' - Dynasty Chinese Elm Ulmus 'Pioneer * - Pioneer Elm Ulmus x hollandica* 'Urban' - Urban Elm *Limit use CONIFEROUS TREE W � W z f� N x N •'2 DECIDUOUS TREE UNDESIRABLE STREET TREES: Acer negundo Acer rubrum Acer soccharinum Ailanthus altissimo Betula papyrifera Betula pendula Elaeagnus angustifolia Fraxinus velutina glabro Ginkgo biloba Morus species Picea or Pinus species Pyrus calleryano 'Bradford' Populus alba Populus deltoides Populus nigra 'Italics' Quercus polustris Ulmus americana Ulmus pumilo Tall Shrubs (6' or greater) Wintergreen Barberry Totarian Dogwood Leyland Cypress Hedge Cotoneaster Japanese Holly Chinese Juniper Border Privet Norway Spruce Korean Pine American Arborvitae Burkwood Viburnum Shrubs (6' or less) Japanese Barberry Boxwood Burning Bush Inkberry Holly Northern Bayberry Yew Flagrant Viburnum American Cranberry Bush HARDWOOD STAKE DBL STRAND 12 GA WIRE WIPUBBER HOSE 6' BELOW TOP OF STAKE 2' MULCH CONSTRUCT EARTH SAUCER AROUND PLANT (3' HE7ONT) S21— T18N —R4E Brookview Properties 146th Street Office Complex `" Southeast Corner of 146th Street & Gray Road, Carmel, Indiana B -- _ (timer: Brookview Properties 805 City Center Drive - — - - — - — — - — - — - — - — — --------- .— .— S89'43'14 "E .--------------------------- - - - - -- 589 43* 1 4E Suite 140 573.30' — — — — — — — — — — — — — -- - - — - — - — - — - — - — - — - — - — - — - — - - - Carmel, Indiana 46032 s - -- Plat Prepared For: Brookview Properties Attn. Kelli Lawrence 805 City Center Drive Suite 140 D(IST. 5 ns AL 4' 1614 Carmel, Indiana 46032 N8 S82'47'01 " D r 125.36 cn 109. n " E Surrey Prepared 8y: Bordenet Design I I � I �w �LO . to LO I ' W IA �i- tD W_ O N (j l I II 111111111111f - W - IIIHI — — II�IHII�II_IHIIT- =11 ��I I I I 11=x'' PLANTING LEGEND 1 . Ornamental Tree 6 • _ l I — V PLAN ANG SOIL Evergreen Tree conflict with construction and as directed by I I I I AND FERALIZER I I� F. All new landscape plantings shall be GROUND LINE I II� C following final inspection by owner. At the SAME AS NURSERY I _ NOTE: CONIFERS W124' dead or unsatisfactory by owner shall be P OR LARGER ROOT BALL I 12' io NEED NOT BE STAKED landscape contractor. DECIDUOUS TREE I P o 0 hydroseeded as noted on the plans. , P' HARDWOOD STAKES H. All plantings beds shall have a spade edge. ^ . DBL STRAND WIRE I ^ W/PUBBER HOSE 6' BELOW TOP OF STAKE I 2' = I ANTRU CT EARTH ER pCOAU� LANT (75 HE I 6' PLANTING SOIL AND FERnuZER • Z � GROUND LINE SAME 12' AS NURSERY MIN BUSH NOTE: PRUNE SHRUB AS RECOMMENDED BY GROWER ONLY AFTER THE PLANT HAS BEEN WATERED IN TO THE PLANTING SOIL NOTE: IN SOME CASES THE MULCH IS ONLY A SPECIFIED DIAMETER - SEE PLANS AND SPECIFICATION FOR FURTHER COORDINATION OF MULCHING TYPICAL CON DECIDUOUS S SHREDDED H, BARK MULCH 3 -4' MUDDLE PLANT BALL PLAN77NG SO CONS7RUCna a I PLANTING LEGEND E. Plants and all other materials to be stored werstory Tree Ornamental Tree A[ Evergreen Tree conflict with construction and as directed by Accent Shrub I E. Plants and all other materials to be stored on site will be placed where they will not conflict with construction and as directed by owner. F. All new landscape plantings shall be guaranteed for a period of two years C following final inspection by owner. At the end of this period, plant material termed dead or unsatisfactory by owner shall be P replaced at no additional charge by the landscape contractor. G. All disturbed lawn areas shall be o 0 hydroseeded as noted on the plans. , H. All plantings beds shall have a spade edge. U `L_/ I - ._ - - - - -- SYMBOL LEGEND Structure Data Table D. Scott Bordenet, P.E., L.S. D4 WATER VALVE ® CATCH BASIN _ • BOLLARD "' FLOWLINE Structure Type Grate Top of Casting Pipes Upstream Downstream Invert Structure Type Grate Top of Casting Pipes Upstream Downstream Invert Structure Type Grate Top of Casting Pipes Upstream Downstream Invert _ - Ph. 317 - 536 -6181 or Gutter Connection Connection or Gutter Connection . Connection _ or Gutter Connection Connection �' TELEPHONE PEDESTAL - - -- - -- - - - -- - - - - -- - - -- —-- - - - - -- -- - - - -- -- -- -- - - - -- _ _ Fax: 317- 536 -6220 � STORM SEWER MANHOLE ® � DRAINAGE STIR. LABEL �, - 10 CONC. END SECTION NA_ NA 15_ RCP N 11 _ OUT NA _ 21 MANHOLE CLOSED LID 827.45 TC 30 RCP E OFFSITE 22_ 810.33 29 _ _ BOX INLET _ BEE HIVE 811.45 TC 15" RCP NE NA _ _ 28 - -� - GAS , — — , -- - - - -- �_ —, 8902 Allbeck Ct. FBX FIBER OPTIC HAND HOLE l LIGHT POLE O1 SANITARY STIR. LABEL GAS LINE 11 MANHOLE CLOSED LID 810.92 TC 15 RCP N S 14 10 805.57 22 MANHOLE CLOSED LID 824.30 TC 30 RCP E 21 25 809.68 30 MANHOLE CLOSED LID - 30 RCP E 25 33 IN 46256 G' 12" W 12 10 805.57 15' RCP N 23 25 819.36 15" RCP N 31 _ 33 - Indianapolis, GN HAND HOLE WITH GROUND EQUIP. BOULDER - " _ _ _ - - - - -- V ® GUY WIRE ® STM 12 CURB INLET CURB INLET 811.44 TC 12 RCP E W 13 11 23 CURB INLET CURB INLET 823.99 TC 15 RCP S 24 22 _ 31 CURB INLET CURB INLET _ 15 RCP S 32 _ _30 STORM SEWER 13 CURB INLET CURB INLET - 12" RCP W NA 12 - 12' RCP N 24 22 - 12'_RCP N 32� 30 _ _ -- ` Project Number: UGE ELECTRIC HAND HOLE `� UTILITY POLE STM — - - — -- --, - -- J 14 - MAANHOLE CLOSED UD 817.77 TC 15 RCP S/W 15 i 11 810.09 24 CURB INLET- CURB INLET - 12 RCP S_ NA 23 - - - 32 CURB INLET CURB INLET - _ 12" RCP S NA 31 - UGE UNDERGROUND 15 CURB INLET CURB INLET 816.00 TC 15" RCP_E W 16 14 - 25 MANHOLE CLOSED UD 818.01 TC 30" RCP E 22 30 7 FIRE HYDRANT SIGN ELECTRIC VYTR R I -- - - - - -- - -- - -- -- f- - -- - -- -» L -- - -- - - - _ __ ___ - ___ 80_.74_ - -33 _ CONC. END SECTION_ _- _NA NA _ 30 RCP ERIN ___ 30 _ OUTLET___ TOP SIGN UGE WTR WATE L NE 166 CURB INLET CURB INLET - 12* RCP E/W 17 15 - 15 _ RCP N 26 30 813.63 ____ 2007-039 O SANITARY MANHOLE ® S _17 BOX INLET BEE HIVE - 12 RCP E/N 18 1 16 - - _ 15" RCP S 28 30 — - -_ -- - -- UGT UNDERGROUND _ _ " - - - 18 BOX INLET BE HIVE - 12 RCP S E 19 17 - 26 CURB INLET CURB INLET 818.00 TC 15" RCP S 27 25 - - Q SHRUB Q IRON PIN - OR - REBAR UGT TELEPHONE RIGHT -OF -WAY " - -- Sheet NO. : 19 CURB INLET CURB INLET - 12 RCP E W 20 18 - 12" RCP N 27 25 - DECIDUOUS TREE D4 GAS VALVE SAN SANITARY SEWER L 20 CURB INLET CURB INLET - 12' RCP W NA 19 - 27 CURB INLET CURB INLET - 12* RCP S NA 26 - —_^ - -- PROPOSED FEATURE — h EXISTING FEATURE _— _r —_ _ _ �__� I ' CONIFEROUS TREE GAS MARKER 28 BOX INLET BEE HIVE - 15 RCP N 29 25 - c� I O ! I 15 RCP SW �_ __ 2 _ 25 _.� _ _ -- _ .. —_ _ _. - _ T- -- — 2 of 4 �; - 3,t: 13 4 _. 15 17 = 19 21 �+_ 3 i y, y. - - - - -_ 7 9 -- 11 -- - -- 2 25 -- 27 29 s+ : - 31 0 33 1 7 C, v co 00 g N N O n a� 0 U N 0 3 N 0 E a 3 t 0 m O N N to I CIO CIOI x 0 m io I cD 1 M d N Cn Z U 0 U cu cn co LiU a N 0 m 0 Land Description A part of the northwest quarter of the northwest quarter of Section 21, Township 18 North, Range 4 East and more particularly described as follows: Commencing at the northwest corner of the northwest quarter of said Section 21; thence South 89 Degrees 43 Minutes 14 Seconds East 573.30 feet; thence continuing 89 Degrees 43 Minutes 14 Seconds East 330 feet; thence South 00 Degrees 03 Minutes 46 Seconds East 73.16 feet to an iron pen and the Point of Beginning of this description; thence continuing South 00 Degrees 03 Minutes 46 Seconds East 586.84 feet to an iron pen; thence South 89 Degrees 43 Minutes 14 Seconds East 330.00 feet to a concrete monument; thence South 00 Degrees 03 Minutes 46 Seconds East 9.98 feet to an iron pen; thence South 89 Degrees 43 Minutes 14 Seconds East 541.57 feet; thence North 00 Degrees 16 Minutes 13 Seconds West 342.20 feet to a concrete monument; thence North 11 Degrees 02 Minutes 23 Seconds East 133.83 feet to a concrete monument; thence North 00 Degrees 16 Minutes 13 Seconds West 65.62 feet to a concrete monument; thence North 43 Degrees 20 Minutes 39 Seconds East 48.66 feet to a concrete monument; thence South 88 Degrees 34 Minutes 29 Seconds East 246.11 feet to a concrete monument; thence North 87 Degrees 33 Minutes 11 Seconds East 137.95 feet to a concrete monument; thence North 64 Degrees 52 Minutes 19 Seconds East 72.64 feet to a concrete monument; thence North 84 Degrees 16 Minutes 14 Seconds East 125.36 feet to a concrete monument; thence South 82 Degrees 47 Minutes 01 seconds East 198.30 feet to a concrete monument; thence South 89 Degrees 43 Minutes 14 Seconds East 42.72 feet to the Points of Beginning. Containing 11.62 acres, more or Tess. soils 11ap MmB2 Br 11 CrA ( ) 11 Br '--� MmC2 MmC2 IN MmC2 Br PAM A MIS MmB2 MmA 0 CrA A SYMBOL NAME Br Brookston silty clay loam CrA Crosby silt loam, 0 to 3 percent slopes MmB2 Miama Silt Loam, 2 to 6 percent slopes, eroded MmC2 Miama Silt Loam, 6 to 12 percent slopes, eroded MmA Crosby silt loam, 0 to 3 percent slopes MoC3 Miami Clay Loam, 6 to 12 percent slopes, severely eroded Soils information shown here is taken from Hamilton County GIS data �ocatfoau_. a �. '-�. D / �%`j` ��� - i- -�� ~`� •- �G J B06 L ;. , - 83 156th Street 0 [ Nt . x 4645 t � CU 840 821 l ^✓ ' • Vii- _.1 ..�. _ � ��,� , 146th Street r J J BM % � 38�, Y �ea0 Ch i -_ -� i n 7y7 c , i t. - Project Location' ca IQ �. I 136th Street ; sTR�E r f✓ ., .... - • 'r r ' - (, w '':; •per .'.v sr- '� \ . -_ {(V , Miscellaneous Notes TM R. wv 1. BSL = Building Setback Line D4 2. D. & U.E. = Drainage and Utility Easement OD 1 [ _ _ _ _. __ X 0 Q NW Cor. NW 1/4 S21- T18N -R4E 7 WATER VALVE STORM SEWER MANHOLE FIBER OPTIC HAND HOLE HAND HOLE WITH GROUND EQUIP. ELECTRIC HAND HOLE FIRE HYDRANT SANITARY MANHOLE SHRUB DECIDUOUS TREE CONIFEROUS TREE PROPOSED 8" SEWER EXTENSION EXTENSION APPROX. 950' SOUTH ALONG GRAY ROAD SYMBOL LEGEND ® CATCH BASIN • BOLLARD nTP TELEPHONE PEDESTAL ® DRAINAGE STR. LABEL E LIGHT POLE �1 SANITARY STIR. LABEL Vy_ H GUY WIRE BOULDER General Notes: UTILITY POLE A. The purpose of this primary plat is to UGE UGE UGT UGT SAN SAN UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE SANITARY SEWER -�- SIGN ® STOP SIGN ® IRON PIN - OR - REBAR CIV D4 VALVE GAS 0 G GAS MARKER auu uJ -to r- 9.98 9 GRAPHIC SCALE o 20 40 ( IN FEET ) 1 inch = 40 ft. 0070004 Brookview Properties 146th Street Office Complex Southeast Corner of 146th Street & Gray Road, Carmel, Indiana B (h mer: Brookview Properties 805 City Center Drive Suite 140 Carmel, Indiana 46032 Plat Prepared For: Brookview Properties Attn. Kelli Lawrence 805 City Center Drive Suite 140 Carmel, Indiana 46032 Survey Prepared By: Bordenet Design 0 D. Scott Bordenet, PE, LS 8902 Alibeck Ct. Indianapolis, IN 46256 fttfiffl _074; o` W -it r l F Primary Plat Index I. Primary Plat R 2. Primary Plat - Landscaping 3. Primary Plat _ Erosion Control Sheet 4. Primary Plat Erosion Control Details BROOKVIE PROPERTIES Revision Block Rev. No. Description Date rT T Structure Data Table To of Casting Upstream Downstream _ D. Scott Bordenet, P.E., L.S. Structure Type Grate P g Pipes P Invert Structure Type Grate ' Top of Casting Upstream I Downstream To of Castin G Upstream Downstream FLOWLINE _ or Gutter Connection Connection yP or Gutter Pipes n Invert Structure Type Grate P g Pipes P Invert - Ph. 317 -536 -6181 - _ -- - -- - -- _ - -__ _ - _- Connection Connection _ or Gutter _ - - -- Connection _Connection- � o - 10 CONC. END SECTION NA NA 15" RCP N 11 OUT NA 21 MANHOLE - - - - - -- -- - -- - _ -- - - - - - -. _- -- - -- -- - - -- _- __ Fax: 317. -536 -6220 GAS - _ __ - CLOSED LID 827.45 TC 30 RCP E _ OFFSfTE 22 810.33 - 29 BOX INLET _ BEE HIVE 811.45 TC _15 _ RCP NE - NA 28 GAS LINE 11 MANHOLE CLOSED LID 810.92 TC 15' RCP N S 14 10 805.57 22 MANHOLE CLOSED LID 824.30 TC 30" RCP E 21 25 809.68 30 MANHOLE CLOSED LID - 30 RCP E 25 33 8902 Alibeck Ct. GAS _ 12" W 12 10 805.57 1 - 15' RCP N 23 25 819.36 15' RCP N 31 33 Indianapolis, IN 46256 - -- - - - - -- - - -- - - - STM 12 CURB INLET CURB INLET 811.44 TC 12" RCP E W 13 - 23 CURB N I CURB INLET 823.99 TC 15' RCP S 24 22 - 31 CURB INLET CURB INLET - 15" RCP S 32 30 v STM STORM SEWER 13 CURB INLET CURB INLET 12' RCP W NA 12 - - - - - ----- - -- -_ - -- 12 RCP N 24 22 - Project Number: 1 2 RCP N 32 30 14 - _MANHOLE -_T CLOSED LID 817.77 _TC t 5� RCP S1W 15 __ t 1 810.09 _ 24 CURB _INLET CURB INLET _ - -_- 12 RCP_ S NA_,_ 23 _. - - -_ _ 32 _ -_ CURB INLET CURB INLET - yT 15 CURB INLET CURB INLET 816.00 TC 15 RCP E W 16 14 - 25 30* - - - -- - - - -- T -.- - - - -- -- -_ -C_- 12 RCP S - - - NA- - - 31 - -- -_ __ -� - -_ �_ _ -_�_ __ __ ___ _ MANHOLE CLOSED LID _818.01 TC RCP E W 22- 30 _ 33 CONC. END SECTION NA WATER LINE - - NA 30 RCP E�YV 30 - - OUTLET - - -- WTIR 16 CURB_ INLET CURB INLET - 12 RCP E W 17 15 - 15" RCP N 26 30 813.63 2007-039 17 BOX INLET BEE HIVE - 12' RCP E N 18 16 _ - - _ 15' RCP S 28 30 _ - -- - - - -- RIGHT -OF -WAY 18 BOX INLET BEE HIVE - 12' RCP S E 19 17 - 26 CURB INLET CURB INLET 818.00 TC 15' RCP S 27 25 - - - - -- - - -- -- - - -- - - -- - - 19 CURB INLET CURB INLET - 12" RCP E W 20 18 - 12" RCP N 27 25 - -- --- - - - -- Sheet No. PROPOSED FEATURE 20 CURB INLET CURB INLET - 12' RCP W NA 19 - 27 'CURB INLET CURB INLET - 12' RCP S NA 26 , EXIS 28 BOX INLET BEE HIVE - 15" RCP N TING fFATURE _____�.�_...._.__.�� I -15' RCP SW 29 25 3 - 17 19 21 __: 23 IE 77 ng =7711 - 25 27 ,- 29 31 - T 33 1 1I Certification Date: June 20th, 2007 `011111 1 11111111 �T B0��''�,,''% ��,••�G1STEjp,,••�'r��i� e _ = 20100044 STATE OF ��i I Y A1�4:• ;�L, ��� � Vy_ H General Notes: A. The purpose of this primary plat is to establish lot configuration for secondary platting and construction documents of common and access areas. Final development of the individual lots may vary, but will substantially comply with the development indicated hereon. J B. This plan is not meant to provide a final erosion control plan as required by Rule 5 SWCD and Carmel drainage standards. A final and complete erosion control plan will accompany the subdivision construction documents. This plan is meant to show that erosion will be able to be controlled when the subdivision is developed. Individual lots will need to supply additional erosion control plans when developed. L C. As indicated on the soild map, this site contains Miami Silt Loam (6 % -12% slopes). This type of soil generally is characterized by eroded slopes. The existing sloping condition will need to be considered when apply erosion control measures for site construction. T i D. The following erosion control measures are typical: Erosion control entrances shall be based with stone, mild slopes falling away from the site shall have silt fences, steep slopes (in excess of 4:1) shall have erosion N control blankets, existing and proposed storm structures inlets shall have Dandy sacks, the site shall have a concrete wash out, streams and distched shall be protected with riprop ditch checks, pipe inlets shall be protected with slotted risers, and disturbed soils shall r be permanently or temporarily seeded within ten days of disturbance. Other erosion control measures may be needed and imposed as, inspectors require. .V E. This subdivision and the individual lots shall P require on IDEM NOI submittal with final construction plans. Primary Plat Index I. Primary Plat R 2. Primary Plat - Landscaping 3. Primary Plat _ Erosion Control Sheet 4. Primary Plat Erosion Control Details BROOKVIE PROPERTIES Revision Block Rev. No. Description Date rT T Structure Data Table To of Casting Upstream Downstream _ D. Scott Bordenet, P.E., L.S. Structure Type Grate P g Pipes P Invert Structure Type Grate ' Top of Casting Upstream I Downstream To of Castin G Upstream Downstream FLOWLINE _ or Gutter Connection Connection yP or Gutter Pipes n Invert Structure Type Grate P g Pipes P Invert - Ph. 317 -536 -6181 - _ -- - -- - -- _ - -__ _ - _- Connection Connection _ or Gutter _ - - -- Connection _Connection- � o - 10 CONC. END SECTION NA NA 15" RCP N 11 OUT NA 21 MANHOLE - - - - - -- -- - -- - _ -- - - - - - -. _- -- - -- -- - - -- _- __ Fax: 317. -536 -6220 GAS - _ __ - CLOSED LID 827.45 TC 30 RCP E _ OFFSfTE 22 810.33 - 29 BOX INLET _ BEE HIVE 811.45 TC _15 _ RCP NE - NA 28 GAS LINE 11 MANHOLE CLOSED LID 810.92 TC 15' RCP N S 14 10 805.57 22 MANHOLE CLOSED LID 824.30 TC 30" RCP E 21 25 809.68 30 MANHOLE CLOSED LID - 30 RCP E 25 33 8902 Alibeck Ct. GAS _ 12" W 12 10 805.57 1 - 15' RCP N 23 25 819.36 15' RCP N 31 33 Indianapolis, IN 46256 - -- - - - - -- - - -- - - - STM 12 CURB INLET CURB INLET 811.44 TC 12" RCP E W 13 - 23 CURB N I CURB INLET 823.99 TC 15' RCP S 24 22 - 31 CURB INLET CURB INLET - 15" RCP S 32 30 v STM STORM SEWER 13 CURB INLET CURB INLET 12' RCP W NA 12 - - - - - ----- - -- -_ - -- 12 RCP N 24 22 - Project Number: 1 2 RCP N 32 30 14 - _MANHOLE -_T CLOSED LID 817.77 _TC t 5� RCP S1W 15 __ t 1 810.09 _ 24 CURB _INLET CURB INLET _ - -_- 12 RCP_ S NA_,_ 23 _. - - -_ _ 32 _ -_ CURB INLET CURB INLET - yT 15 CURB INLET CURB INLET 816.00 TC 15 RCP E W 16 14 - 25 30* - - - -- - - - -- T -.- - - - -- -- -_ -C_- 12 RCP S - - - NA- - - 31 - -- -_ __ -� - -_ �_ _ -_�_ __ __ ___ _ MANHOLE CLOSED LID _818.01 TC RCP E W 22- 30 _ 33 CONC. END SECTION NA WATER LINE - - NA 30 RCP E�YV 30 - - OUTLET - - -- WTIR 16 CURB_ INLET CURB INLET - 12 RCP E W 17 15 - 15" RCP N 26 30 813.63 2007-039 17 BOX INLET BEE HIVE - 12' RCP E N 18 16 _ - - _ 15' RCP S 28 30 _ - -- - - - -- RIGHT -OF -WAY 18 BOX INLET BEE HIVE - 12' RCP S E 19 17 - 26 CURB INLET CURB INLET 818.00 TC 15' RCP S 27 25 - - - - -- - - -- -- - - -- - - -- - - 19 CURB INLET CURB INLET - 12" RCP E W 20 18 - 12" RCP N 27 25 - -- --- - - - -- Sheet No. PROPOSED FEATURE 20 CURB INLET CURB INLET - 12' RCP W NA 19 - 27 'CURB INLET CURB INLET - 12' RCP S NA 26 , EXIS 28 BOX INLET BEE HIVE - 15" RCP N TING fFATURE _____�.�_...._.__.�� I -15' RCP SW 29 25 3 - 17 19 21 __: 23 IE 77 ng =7711 - 25 27 ,- 29 31 - T 33 1 1I E 0 d r; °o N N N 0 n as 0 V) 6 CL. 3 v N 0 a r v E a 3 Y 0 0 m 0 N N 1 M u7 I M I 1 ca Ln u7 1 r` rn s a u7 N to 4- Z N O d 0 U U a N O O) 00 Lq 72 O m 0 N Ci SILT FENCE SAN D BAG i -I 11- -i i -II �I i I SECTION A -A SILT FENCE SAND BAG SLOTTED RISER Cut two (2) rows of slots 1" Test Method wide x 12" long 0 15 9/16" 48 "dia. min cmp slotted riser O.C.(stagger slots by rows as overflow elev.= 799.66 shown) 1.78 400 x 1. No. 1 stone ballast filter and Geotextile fabric (wrap around circumference of riser seal around riser (typ structure before stone \N ASTM D 4833 "Doghouse" R� r/ o /t3f/ I I I f �1 � L I I I No. 1 stone ballast filter and seal around riser (typ.) around rcp� \\ ASTM D 3786 \ot1f 5506 8c OUT FLOW 7M dia. weep holes (t / Cut -off trench �\ �\ ' \\ \ be cmp riser into disturbed soil at least six inches n downstream �i No. 8 stone /bed��`u�de� �� � 9 \ \ �� \ oncrete toe anch K\':� end se ction (typ.) � \ % \ \ %\ \j /\\ ndisturbed so ol SLOPE PROTECTION I� 1 I - ' 01 *101 t 12 k_ Li t'-5" 12.5rm) __ •:.��� -�.` i zoo -rxm . . .................. T .................. . ........................... ® - 1.) Prepare soil before installing blankets, including any necessary application of lime, fertilizer, and seed. Note: When using cell -o -seed do rot seed prepared area. Cell -o -seed must be installed with paper side down. 2.) Begin at the top of the channel by ancloring the blanket in a 6" (15cm) deep x 6" (15cm)wide trench with approximately 12" (21Ccm) of blanket extended beyond the up -slope portion of the trench. Anchor the blanket wits a row of staples /stakes approximately 12" (30cm) apart in the bottom of the trench. Ebckfill blanket with a row of staples /stakes approximately 12" (30cm) apart in the botton of the trench. Backfill and compact the trench after stapling. Apply seed to compacted soil and fold remaining 12" (30cm) portion and compact the trench after stapling. Apply see/ to compacted soil and fold remaining 12" (30cm) portion of blanket back over seed and compacted soil. Secure blanket over compacted soil with a row of staples /stakes spaced approximatel; 12" (30cm) apart across the width of the blanket. 3.) Roll center blanket in direction of water flow in bottom of channel. Blankets will unroll with appropriate side against the soil surface. All ) lankets must be securely fastened to soil surface by placing staples /stakes against the soil surface. All blankets must be securely fastened to soil surface by placing staples /stakes in appropriate locations as shown in the staple pattern guide. When using optional dot system , staples /stakes in appropriate locations as shown in the staple pattern guide. When using optional dot system, staples /stakes in appropriate locations as shown in the staple pattern guide. When usinl optional dot system, staples /stakes should be placed through each of the colored dots corresponding to the appropriate staple pattern. 4.) Place consecutive blankets end over end (shingle style) with a 4 " -6" (10cm -15cm) overlap. Use a double row of staples staggered 4" (10cm) apart and 4" (10cm) on center to secure blankets. 5.) Full length edge of blankets at top of side slopes must be anchored with a row of staples /stakes approximately 12" (30cm) apart in a 6" (15cm) deep x 6" (15cm) wide trench. Backfill and compact the trench after stapling. 6.) Adjacent blankets must be overlapped approximately 2 " -5" (5cm- 12.5cm) (depending on blanket type) and stapled to ensure proper seam alignment, place the edge of the overlapping blanket (blanket being installed on top) even with the colored seam stitch on the blanket being overlapped. 7.) In high flow channel applications, a stople check slot is recommended at 30 to 40 foot (9m -12m) intervals. Use a double row of sta;�,les staggered 4" (10cm) apart and 4" (10cm) on center over entire width of the channel. 8.) The terminal end of the blankets must be anchored with a row of staples /stakes approximately 12" (30cm) apart in a 6" (15cm) deep x 6" (15cm) wide trench. Backfill and compact the trench after stapling. A B C CRITICAL POINTS NOTE: a * Horizontal staple spacing should be altered if A. Overlaps And Seams necessary to allow staples to secure the critical B. Projected Water Line points along the channel surface. ...... C. Channel ** In loose soil conditions, the use of staple or stake '. Bottom /side lengths greater than 6" (15 cm) may be necessary A g C r Slope Vertices to properly anchor the blankets. 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIA 47725 USA 1- 800 - 772 -2040 CANADA 1- 800 - 448 -2040 NA www.rogreen.com INLET PROTECTION IN PAVEMENT STORM SEWER GRATE REINFORCEL DANDY SACK SPECIFICATIONS NOTE: THE DANDY SACK WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: REGULAR FLOW DANDY SACK (BLACK) Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN (lbs) 1.78 400 x 1. Grub Tensile 0ongation ASTM D 4632 R 15 z 1; Puncture Strength ASTM D 4833 kN (lbs) 0.67 15 Mullen Burst Strength ASTM D 3786 kPa 5506 8c Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.67 150 x 0. IN Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 Mm US Std Sieve)0.425 4 Flow Rate ASTM D 4491 1 min A (gal/min/ft ' 2852 71 PermitWty ASTM D 4491 Sec -' 0.90 HI -FLOW DANDY SACK- SAFETY ORANGE) Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN (lbs) 1.62 365 X 0.89 200 Grab Tensile Elortgation ASTM D 4632 x 24 X 10 Puncture Strength ASTM D 4833 kN (lbs) 0.40 90 Mullen Burst Strength ASTM D 3786 kPa 3097 450 Trapezoid Tear Strerxp ASTM D 4533 kN (lbs) 0.51 115 X 0.33 75 W Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 Flow Rate ASTM D 4491 1 min rfi (gal/min/ft ' 5907 145 PermitWty ASTM D 4491 Sec -1 2.1 *Note: All Dandy SackSTM can be ordered with our optional oil absorbent pillows LIFT TRAPS OPTIONAL _RFLOW PORTS MPING RAPS ORM ILET I 0 RIPRAP DITCH CHECK Contributing Drainage area: 2 acres maximum. Dam center: 2 ft. height but at least 9 in. lower than the Drainage Area: outer edges at natural ground elevation. Dam side slope: 2:1 or flatter. Distance between dams: Spaced so the toe of the upstream dam is the same Trench: elevation as the top of the downstream dam. Overflow areas along channel: Stabilized to resist erosion. Rock size: INDOT revetment riprap. WTAU,ATION 1.) Excavate a cutoff trench into the ditch banks, and extend it a minimum of 17 in. beyond the abutments. 2.) Place the rock in the cutoff trench and channel to the indicated lines and dimensions, center a maximum of 2 ft. high yet 9 in. below where the dam abuts the channel banks. 3.) Extend the rock at least 18 in. beyond the channel banks to keep overflow water from undercutting the dam as it reenters the channel. 4.) Install as many dams as necessary to satisfy the indicated spacing requirement. 5.) Stabilize the channel above the uppermost dam. 6.) Recognizing that water will flow over and around the lowermost dam, protect the channel downstream from it with an erosion - resistant lining for a distance of 6 ft. unless the channel is protected through other means. MAWTE?iANCE 1.) Inspect the dams and the channel after each storm event, and repair any damage immediately. 2.) If significant erosion occurs between the dams, install a riprap liner in that portion of the channel (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.32). 3.) Remove sediment accumulated behind each dam as needed to maintain channel capacity, to allow drainage through the dam, and to prevent large flows from displacing sediment. 4.) Add rock to dams as needed to maintain design height and cross section. 5.) When the dams are no longer needed, remove the rock and stabilize the channel, using erosion - resistant lining if necessary. Maximum Land Slope and Distance for Which a Silt Fence Is Applicable. Land Slope Max. Distance above fence SILT FENCE REQUIREMENTS 2 to 5 Drainage Area: Limited to Y4 acre per 100 ft. of fence; further restricted by slope steepness. Location: Fence nearly level, approximately following the land contour, and at least 10 25 ft. ft. from toe of slope to provide a broad, shallow sediment pool. Trench: 8 in. minimum depth, flat bottom or V- shaped, filled with compacted soil or gravel to bury lower portion of support wire and /or fence fabric. Support Posts: 2x2 in. hardwood posts (if used) or steel posts set at least 1 ft. deep. Steel posts should have projections for fastening fabric. Spacing of Posts: 8 ft. maximum if fence supported by wire, 6 ft. for extra- strength fabric H without wire backing. Fence Height: High enough so depth of impounded water does not exceed 1 )J ft. at any Contractor shall at all times insure that erosion control point along the fence line. Support Wire (Optional): 14 gauge, 6 in. mesh wire fence (needed if using standard fabric). Fence Fabric: Woven or non -woven geotextile fabric with specified filtering and tensile place prior to the commencement of any phase of strength and containing UV inhibitors and stabilizers to ensure 6 mo. minimum life at temperatures 0'd- 120'F. Maximum Land Slope and Distance for Which a Silt Fence Is Applicable. Land Slope Max. Distance above fence Qrta W exarrpfs W aiR f1w" i>etab&v (sfwlniq fibt eo&M and 1-afrgosd b.r>wd,W. Support wire Filter fabric Post 18 in Compacted soil I deep (min.) Si ! �°` ! 8 in. (min.) 14 in. \ _ INSTALLATION I 8 in. (min.) W 'r"- L V- trench Site Preparation l Wire 6 in. deep with gravel 1.) Plan for the fence to be at least 10 ft. from the toe of the slope to provide a sediment storage area. 2.) Provide access to the area if sediment cleanout will be needed. Fence Construction 1.) Along the entire intended fence line, dig an 8 in. flat bottomed or V- shaped trench. 2.) On the downslope side of the trench, drive the wood or steel support posts at least 1 ft. into the ground (the deeper the better), spacing them no more than 8 ft. apart if the fence is supported by wire or 6 ft. if extra - strength fabric is used without support wire. Adjust spacing, if necessary, to ensure that posts are set at the low points along the fence line. (Note: If the fence has pre- attached posts or stakes, drive them deep enough so that the fabric is satisfactorily in the trench as described in Step 6.) 3.) Fasten support wire fence (if the manufacturer recommends its use) to the upslope side of the posts, extending it 8 in, into the trench. 4.) Run a continuous length of geotextile fabric in front (upslope) of the support wire and posts, avoiding joints, particularly at low points in the fence line. 5.) If a joint is necessary, nail the overlap to the nearest post with lath. 6.) Place the bottom 1 ft. of fabric in the 8 in. deep trench, extending the remaining 4 in. toward the upslope side. 7.) Backfill the trench with compacted earth or gravel. MAINTENANCE 1.) Inspect the silt fence periodically and after each storm event. 2.) If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. 3.) Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge. 4.) Take care to avoid undermining the fence during clean out. 5.) After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize. STABLE CONSTRUCTION ENTRANCE REQ 0 11EM Material: 2 -3 in. washed stone (INDOT CA No.2) over a stable foundation. Thickness: 6 in. minimum. Width: 20 ft. minimum or full width of entrance /exit, whichever is greater. Length: 50 ft. minimum. The length can be shorter for small sites such as an individual home. Washing Level area with 3 in. washed stone minimum or a commercial rack, and waste water Facility diverted to a sediment trap (refer to Indiana Handbook for Erosion Control in Developing (optional): Areas, Practice 3.72). Geotextile Fabric May be used under wet conditions or for soils within a high seasonal water table to provide Underliner: greater bearing strenath. g coarse aggtea agg rega Geotextile fabric to stabilize foundation (especially important where wetness is anticipated) l�ko' 6 in. (min.) 'LO INSTALLATION 1.) Avoid locating on steep slopes or at curves in public roads. 2.) Remove all vegetation and other objectional material from the foundation area, and grade and crown for positive drainage. 3.) If slope towards the road exceeds 2 %, construct a 6 -8 in. high water bar (ridge) with 3:1 side slopes across the foundation area about 15 ft. from the entrance to divert runoff from the road (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.24). 4.) Install pipe under the pad if needed to maintain proper public road drainage. 5.) If wet conditions are anticipated, place geotextile fabric on the graded foundation to improve stability. 6.) Place stone to dimensions and grade shown in the erosion /sediment control plan, leaving the surface smooth and sloped for drainage. 7.) Divert all surface runoff and drainage from the stone pad to a sediment trap or basin. Temporary Construction Entrance snit Pad With Diversion Ridge Where Grade Exceeds 2X Grade > 29, 8 in. � r--• Diversion Ridge = III_I� - - rl 15 ft. = Public Road 1 III- -ITI_ Geotextile -I f l�l I l�l i �_ fabric -iii INSTALLATION 1.) Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2.) Reshape pad as needed for drainage and runoff control. 3.) Top dress with clean stone as needed. 4.) Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5.) Repair any broken road pavement immediately. ralw 21 ? *_ 23 F 7 777-7771 SEEDING DETAILS REQUIREMENT'S Site and seedbed preparation: Graded, and lime and fertilizer applied. Plant species: Selected on the basis of soil type, soil pH, region of the state, time of year, and planned use of the area to be seeded. Mulch: Clean grain straw, hay, wood fiber, etc., to protect seedbed and encourage plant growth. The mulch may need to be anchored to reduce removal by wind or water, or erosion control blankets may be considered. APPLICATION Permanently seed all final grade areas (e.g., landscape berms, drainage swales, erosion control structures, etc.) as each is completed and all areas where additional work is not scheduled for a period of more than a year. Site Preparation: 1.) Install practices needed to control erosion, sedimentation, and runoff prior to seeding. These include temporary and permanent diversions, sediment traps and basins, silt fences, and straw bale dams (refer to Indiana Handbook for Erosion Control in Developing Areas, Practices 3.21, 3.22, 3.72, 3.73, 3.74, and 3.75). 2.) Add topsoil to achieve needed depth for establishment of vegetation (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.02). 3.) Grade the site and fill in depressions that can collect water. Seedbed Preparation: 1.) Test soil to determine pH and nutrient levels. (Contact your county SWCD or Cooperative 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 -12 -12 analysis, or equivalent, fertilizer. 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 rake operated across the slope. Seeding: Optimum seeding dates are Mar. 1 -May 10 and Aug. 10 -Sept. 30. Permanent seeding done between May 10 and Aug.10 may need to be irrigated. As an alternative, use temporary seeding (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.11) until the preferred date for permanent seeding. 1.) Based on site conditions, soil pH, intended land use, and expected level of maintenance, select a seeding mixture and rate from the table below. 2.) Apply seed uniformly with a drill or cultipacker- seeder or by broadcasting, and cover to a depth of 1/4 -1/2 in. 3.) If drilling or broadcasting, firm the seedbed with a roller or cultipacker. 4.) Mulch all seeded areas (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.15). Consider using erosion control blankets on sloping areas (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.17). (NOTE: If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture.) This table provides several seeding options. Additional seed species and mixtures are available commercially. When selecting a mixture, consider site conditions, including soil properties (e.g., soil pH and drain age), slope aspect and the tolerance of each species to shade and doughtness Seed species and mixtures Rate per acre Optimum soil pH Open And Disturbed Areas (remaining Idle More 1 Yr.) 1. Perennial Ryegrass 35 to 50 lbs. 5.6 to 70 + white or /adino clover* 1 to 2 lbs. 2. Kentucky Bluegrass 20 lbs. 5.5 to 7.5 + smooth or bromegrass 10 lbs. + switch grass 3 lbs. + timothy 4 lbs. + perennial ryegrass 10 lbs. + white or /adino clover* 1 to 2 lbs. J. Perennial Ryegrass 15 to 30 lbs. 5.6 to 7.0 + tall fescue ** 15 to 30 lbs. 4. Tall Fescue 35 to 50 lbs. 5.5 to 7.5 +/adino or white clover* 1 to 2 lbs. Steep Banks And Cuts, Low Maintenance Areas (not Mowed) 1. Smooth Bromegrass 25 to 35 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. 2. Toll Fescue ** 35 to 50 lbs. 5.6 to 7.0 + white or !adino clover* 1 to 2 lbs. J. Tall Fescue ** 35 to 50 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. (Recommended north of US 40) 4. Orchardgrass 20 to 30 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. +/adino clover* 1 to 2 lbs. 5. Perennial Ryegrass 10 to 12 lbs. 5.6 to 7.0 + tall fescue ** 20 to 30 lbs. (Recommended south of US 40) Lawns And Nigh Maintenance Areas 1. Bluegrass 105 to 140 lbs. 5.5 to 70 2. Perennial Ryegrass 45 to 60 lbs. 5.6 to 7.0 + bluegrass 70 to 90 lbs. J. Toll Fescue (turf- type) ** 130 to 170 lbs. 5.6 to 7.5 + bluegrass 20 to 30 lbs. Channels And Areas Of Concentrated Flow 1. Perennial Rye Grass 100 to 150 lbs. 5.6 to 70 + white or (adino clover* 1 to 2 lbs. 2. Kentucky Bluegrass 20 lbs. 5.5 to 7.5 + smooth or bromegrass 10 lbs. + switch grass 3 lbs. + timothy 4 lbs. + perennial ryegrass 10 lbs. + white or (adino clover* 1 to 2 lbs. J. Tall Fescue ** 100 to 150 lbs. 5.5 to 7.5 +/adino or white clover* 1 to 2 lbs. 4. Tall Fescue ** 100 to 150 lbs. 5.5 to 7.5 + Perennial Ryegrass 15 to 20 lbs. + Kentucky bluegrass 15 to 20 lbs. * For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing legumes should preferably be spring- seeded, although the grass may be fall- seeded and the legume frost - seeded (Practice 3.13); and (c) if legumes are fall- seeded, do so in early fall. ** Tall fescue provides little cover for, and may be toxic to, some species of wildlife. The IDNR recognizes the need for additional research on altematives to tall fescue, such as buffologross, orchard - grass, smooth bromegrass, and switch - grass. This research, in conjunction with demonstration areas, should focus on erosion control characteristics, wildlife toxicity, turf durability, and drought resistance. NOTE: An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures. If so, it is best to seed during the fall seeding period, especially after Sept.15, and at the following rates: spring oats- 1/4 to 3/4 bu. /acre; wheat -no more than Y bu. /acre. MAINTENANCE 1.) Inspect periodically, especially after 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.) 2.) Plan to add fertilizer the following growing season according to soil test recommendations. 3.) Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or re- seeding, and mulching. 4.) If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condition, and mulching; then repair the affected area either by over - seeding or by re- seeding and mulching after re- preparing the seedbed. 5.) If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact your SWCD or Cooperative Extension office for assistance.) 6.) If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A Q / / //I / /// 0 Q/I / ► SEEDING TEMPORARY B C SEEDING D © / //I / / / ®► E MULCHING A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40 %, ANNUAL RYEGRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B = SPRING OATS 3 BUSHEL PER ACRE C = WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.) E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) 0/1 / © IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. ® O IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE 0710-00� 27 29,E Brookview Properties 146th Street Office Complex Southeast Corner of 146th Street & Gray Road, Carmel, Indiana B (hmer: Brookview Properties 805 City Center Drive Suite 140 Carmel, Indiana 46032 Plat Prepared For: Brookview Properties Attn. Kelli Lawrence 805 City Center Drive Suite 140 Carmel, Indiana 46032 D Survey Prepared By: Bordenet Design D. Scott Bordenet, PE, LS 8902 Alibeck Ct. Indianapolis, IN 46256 Ali M 0 M41-647A RIO K"& F Certification Date: June 20th, 2007 Less than 2% 100 ft. 2 to 5 75 ft. 5 to 10% 50 ft. 10 to 20% 25 ft. More than 20% 15 ft. Qrta W exarrpfs W aiR f1w" i>etab&v (sfwlniq fibt eo&M and 1-afrgosd b.r>wd,W. Support wire Filter fabric Post 18 in Compacted soil I deep (min.) Si ! �°` ! 8 in. (min.) 14 in. \ _ INSTALLATION I 8 in. (min.) W 'r"- L V- trench Site Preparation l Wire 6 in. deep with gravel 1.) Plan for the fence to be at least 10 ft. from the toe of the slope to provide a sediment storage area. 2.) Provide access to the area if sediment cleanout will be needed. Fence Construction 1.) Along the entire intended fence line, dig an 8 in. flat bottomed or V- shaped trench. 2.) On the downslope side of the trench, drive the wood or steel support posts at least 1 ft. into the ground (the deeper the better), spacing them no more than 8 ft. apart if the fence is supported by wire or 6 ft. if extra - strength fabric is used without support wire. Adjust spacing, if necessary, to ensure that posts are set at the low points along the fence line. (Note: If the fence has pre- attached posts or stakes, drive them deep enough so that the fabric is satisfactorily in the trench as described in Step 6.) 3.) Fasten support wire fence (if the manufacturer recommends its use) to the upslope side of the posts, extending it 8 in, into the trench. 4.) Run a continuous length of geotextile fabric in front (upslope) of the support wire and posts, avoiding joints, particularly at low points in the fence line. 5.) If a joint is necessary, nail the overlap to the nearest post with lath. 6.) Place the bottom 1 ft. of fabric in the 8 in. deep trench, extending the remaining 4 in. toward the upslope side. 7.) Backfill the trench with compacted earth or gravel. MAINTENANCE 1.) Inspect the silt fence periodically and after each storm event. 2.) If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. 3.) Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge. 4.) Take care to avoid undermining the fence during clean out. 5.) After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize. STABLE CONSTRUCTION ENTRANCE REQ 0 11EM Material: 2 -3 in. washed stone (INDOT CA No.2) over a stable foundation. Thickness: 6 in. minimum. Width: 20 ft. minimum or full width of entrance /exit, whichever is greater. Length: 50 ft. minimum. The length can be shorter for small sites such as an individual home. Washing Level area with 3 in. washed stone minimum or a commercial rack, and waste water Facility diverted to a sediment trap (refer to Indiana Handbook for Erosion Control in Developing (optional): Areas, Practice 3.72). Geotextile Fabric May be used under wet conditions or for soils within a high seasonal water table to provide Underliner: greater bearing strenath. g coarse aggtea agg rega Geotextile fabric to stabilize foundation (especially important where wetness is anticipated) l�ko' 6 in. (min.) 'LO INSTALLATION 1.) Avoid locating on steep slopes or at curves in public roads. 2.) Remove all vegetation and other objectional material from the foundation area, and grade and crown for positive drainage. 3.) If slope towards the road exceeds 2 %, construct a 6 -8 in. high water bar (ridge) with 3:1 side slopes across the foundation area about 15 ft. from the entrance to divert runoff from the road (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.24). 4.) Install pipe under the pad if needed to maintain proper public road drainage. 5.) If wet conditions are anticipated, place geotextile fabric on the graded foundation to improve stability. 6.) Place stone to dimensions and grade shown in the erosion /sediment control plan, leaving the surface smooth and sloped for drainage. 7.) Divert all surface runoff and drainage from the stone pad to a sediment trap or basin. Temporary Construction Entrance snit Pad With Diversion Ridge Where Grade Exceeds 2X Grade > 29, 8 in. � r--• Diversion Ridge = III_I� - - rl 15 ft. = Public Road 1 III- -ITI_ Geotextile -I f l�l I l�l i �_ fabric -iii INSTALLATION 1.) Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2.) Reshape pad as needed for drainage and runoff control. 3.) Top dress with clean stone as needed. 4.) Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5.) Repair any broken road pavement immediately. ralw 21 ? *_ 23 F 7 777-7771 SEEDING DETAILS REQUIREMENT'S Site and seedbed preparation: Graded, and lime and fertilizer applied. Plant species: Selected on the basis of soil type, soil pH, region of the state, time of year, and planned use of the area to be seeded. Mulch: Clean grain straw, hay, wood fiber, etc., to protect seedbed and encourage plant growth. The mulch may need to be anchored to reduce removal by wind or water, or erosion control blankets may be considered. APPLICATION Permanently seed all final grade areas (e.g., landscape berms, drainage swales, erosion control structures, etc.) as each is completed and all areas where additional work is not scheduled for a period of more than a year. Site Preparation: 1.) Install practices needed to control erosion, sedimentation, and runoff prior to seeding. These include temporary and permanent diversions, sediment traps and basins, silt fences, and straw bale dams (refer to Indiana Handbook for Erosion Control in Developing Areas, Practices 3.21, 3.22, 3.72, 3.73, 3.74, and 3.75). 2.) Add topsoil to achieve needed depth for establishment of vegetation (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.02). 3.) Grade the site and fill in depressions that can collect water. Seedbed Preparation: 1.) Test soil to determine pH and nutrient levels. (Contact your county SWCD or Cooperative 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 -12 -12 analysis, or equivalent, fertilizer. 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 rake operated across the slope. Seeding: Optimum seeding dates are Mar. 1 -May 10 and Aug. 10 -Sept. 30. Permanent seeding done between May 10 and Aug.10 may need to be irrigated. As an alternative, use temporary seeding (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.11) until the preferred date for permanent seeding. 1.) Based on site conditions, soil pH, intended land use, and expected level of maintenance, select a seeding mixture and rate from the table below. 2.) Apply seed uniformly with a drill or cultipacker- seeder or by broadcasting, and cover to a depth of 1/4 -1/2 in. 3.) If drilling or broadcasting, firm the seedbed with a roller or cultipacker. 4.) Mulch all seeded areas (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.15). Consider using erosion control blankets on sloping areas (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.17). (NOTE: If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture.) This table provides several seeding options. Additional seed species and mixtures are available commercially. When selecting a mixture, consider site conditions, including soil properties (e.g., soil pH and drain age), slope aspect and the tolerance of each species to shade and doughtness Seed species and mixtures Rate per acre Optimum soil pH Open And Disturbed Areas (remaining Idle More 1 Yr.) 1. Perennial Ryegrass 35 to 50 lbs. 5.6 to 70 + white or /adino clover* 1 to 2 lbs. 2. Kentucky Bluegrass 20 lbs. 5.5 to 7.5 + smooth or bromegrass 10 lbs. + switch grass 3 lbs. + timothy 4 lbs. + perennial ryegrass 10 lbs. + white or /adino clover* 1 to 2 lbs. J. Perennial Ryegrass 15 to 30 lbs. 5.6 to 7.0 + tall fescue ** 15 to 30 lbs. 4. Tall Fescue 35 to 50 lbs. 5.5 to 7.5 +/adino or white clover* 1 to 2 lbs. Steep Banks And Cuts, Low Maintenance Areas (not Mowed) 1. Smooth Bromegrass 25 to 35 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. 2. Toll Fescue ** 35 to 50 lbs. 5.6 to 7.0 + white or !adino clover* 1 to 2 lbs. J. Tall Fescue ** 35 to 50 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. (Recommended north of US 40) 4. Orchardgrass 20 to 30 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. +/adino clover* 1 to 2 lbs. 5. Perennial Ryegrass 10 to 12 lbs. 5.6 to 7.0 + tall fescue ** 20 to 30 lbs. (Recommended south of US 40) Lawns And Nigh Maintenance Areas 1. Bluegrass 105 to 140 lbs. 5.5 to 70 2. Perennial Ryegrass 45 to 60 lbs. 5.6 to 7.0 + bluegrass 70 to 90 lbs. J. Toll Fescue (turf- type) ** 130 to 170 lbs. 5.6 to 7.5 + bluegrass 20 to 30 lbs. Channels And Areas Of Concentrated Flow 1. Perennial Rye Grass 100 to 150 lbs. 5.6 to 70 + white or (adino clover* 1 to 2 lbs. 2. Kentucky Bluegrass 20 lbs. 5.5 to 7.5 + smooth or bromegrass 10 lbs. + switch grass 3 lbs. + timothy 4 lbs. + perennial ryegrass 10 lbs. + white or (adino clover* 1 to 2 lbs. J. Tall Fescue ** 100 to 150 lbs. 5.5 to 7.5 +/adino or white clover* 1 to 2 lbs. 4. Tall Fescue ** 100 to 150 lbs. 5.5 to 7.5 + Perennial Ryegrass 15 to 20 lbs. + Kentucky bluegrass 15 to 20 lbs. * For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing legumes should preferably be spring- seeded, although the grass may be fall- seeded and the legume frost - seeded (Practice 3.13); and (c) if legumes are fall- seeded, do so in early fall. ** Tall fescue provides little cover for, and may be toxic to, some species of wildlife. The IDNR recognizes the need for additional research on altematives to tall fescue, such as buffologross, orchard - grass, smooth bromegrass, and switch - grass. This research, in conjunction with demonstration areas, should focus on erosion control characteristics, wildlife toxicity, turf durability, and drought resistance. NOTE: An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures. If so, it is best to seed during the fall seeding period, especially after Sept.15, and at the following rates: spring oats- 1/4 to 3/4 bu. /acre; wheat -no more than Y bu. /acre. MAINTENANCE 1.) Inspect periodically, especially after 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.) 2.) Plan to add fertilizer the following growing season according to soil test recommendations. 3.) Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or re- seeding, and mulching. 4.) If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condition, and mulching; then repair the affected area either by over - seeding or by re- seeding and mulching after re- preparing the seedbed. 5.) If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact your SWCD or Cooperative Extension office for assistance.) 6.) If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A Q / / //I / /// 0 Q/I / ► SEEDING TEMPORARY B C SEEDING D © / //I / / / ®► E MULCHING A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40 %, ANNUAL RYEGRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B = SPRING OATS 3 BUSHEL PER ACRE C = WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.) E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) 0/1 / © IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. ® O IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE 0710-00� 27 29,E Brookview Properties 146th Street Office Complex Southeast Corner of 146th Street & Gray Road, Carmel, Indiana B (hmer: Brookview Properties 805 City Center Drive Suite 140 Carmel, Indiana 46032 Plat Prepared For: Brookview Properties Attn. Kelli Lawrence 805 City Center Drive Suite 140 Carmel, Indiana 46032 D Survey Prepared By: Bordenet Design D. Scott Bordenet, PE, LS 8902 Alibeck Ct. Indianapolis, IN 46256 Ali M 0 M41-647A RIO K"& F Certification Date: June 20th, 2007 Primary Plat Index A. A. 11"'tux y 1 1Q 1 R 2. Primary Plat - Landscaping 3. Primary Plat Erosion Control Sheet 4. Primary Plat - Erosion Control Details BROOKVIEW PROPERTIES Revision Block Rev. No. Description !Date T 1 D. Scott Bordenet, P.E., L.S. Ph. 317 - 536 -6181 Fax: 317 -536 -6220 8902 Alibeck Ct. -� Indianapolis, IN 46256 v Project Number: 2007 -030 Sheet No. 4 of 4 } 33 -_ `kkwll I fillw/// NN No' 20100044 _ % STATE OF r C H General Notes: A. Contractor shall at all times insure that erosion control measures protecting existing drainage facilities be in = place prior to the commencement of any phase of construction or land alteration activity. Also, it is the contractor's responsibility to ensure all codes and ordinances are followed and permits are attained. B. As soon as areas are brought to finish grade or new drainage facilities are constructed, contractor shall construct the applicable erosion control measures required by and delineated on the approved plan or by local authority. C. During site construction activity, the contractor shall: 1. Construct all perimeter silt barriers, 2. Install and maintain clean crushed stone at all = construction entrances /exits to the site and any areas used for parking. 3. Prevent construction silts from leaving the site at all times and place excavated materials away from any direct drainage flow runoff from the site. D. Temporary vegetation shall be installed within 7 days L following completion of any phase of grading. E. Contractor shall inspect all erosion control measures daily and repair as necessary to prevent erosion. Siltation shall be removed from areas where failures have occurred. Corrective action shall be taken within 24 hours to maintain all erosion control. F. Perimeter siltation barriers shall be maintained at all times. WWI G. At such time that rough grading of the site is complete and drainage diverts to inlets, inlet erosion control measures shall be installed at all inlet structures to N keep piping systems free of siltation. H. Erosion control measures, construction entrances, and siltation barriers shall remain in place until a good stand of grass has been obtained and /or paving operations are complete. After complete vegetative establishment or paving, all silt in pipes, detention facilities and swales shall be removed within 10 days so that finished grades are met. I. Material handling and storage associated with construction activity shall meet the spill prevention and spill response requirements in 327 IAC 2 -6.1. P J. Fertilizers and pesticides should not be used in ditches, channels, or near waterways. K. This property is intended to be used for medical office purposes. Primary Plat Index A. A. 11"'tux y 1 1Q 1 R 2. Primary Plat - Landscaping 3. Primary Plat Erosion Control Sheet 4. Primary Plat - Erosion Control Details BROOKVIEW PROPERTIES Revision Block Rev. No. Description !Date T 1 D. Scott Bordenet, P.E., L.S. Ph. 317 - 536 -6181 Fax: 317 -536 -6220 8902 Alibeck Ct. -� Indianapolis, IN 46256 v Project Number: 2007 -030 Sheet No. 4 of 4 } 33 -_