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HomeMy WebLinkAbout07070003 Preliminary Plat Rcv. 7/6/2007 DOCSE M M n S Lei 0 0 11 0 U N O 3 N Cl- 0 .E 3 N Y O P m CD N N cU I co LO I PI) X L °O I Cn M In I CID N INt K N CL 0 U Y ,J cu N 0 Cn 00 Lq L- cu LB LX 0 Loud Description ZONING CLASSIFICTION Brookview Properties ' A part of the northwest quarter of the northwest quarter of Section 21, NOBLESVILLE SR l6th Street Office Complex Township 18 North, Range 4 East and more particularly described as follows: J I L� Southeast Corner of 146th Street & Gray Commencing at the northwest corner of the northwest quarter of said _ 32 Road, Carmel, Indiana Section 21; thence South 89 Degrees 43 Minutes 14 Seconds East 573.30 ❑ 8 feet; thence continuing 89 Degrees 43 Minutes 14 Seconds East 330 feet; NW Cor. NW 1 /4 27 ------ - -- -- -_ - 01lmer: ' thence South 00 Degrees 03 Minutes 46 Seconds East 73.16 feet to an S21- T18N -R4E Hrookview Properties iron pen and the Point of Beginning of this description; thence continuing 24 - 805 City Center Drive South 00 Degrees 03 Minutes 46 Seconds East 586.84 feet to an iron L - - - - - - - - - - . - . - . - - . - . - _ - . - _ - . _S89043'11 4 E - - - - - - = - - - - - - - _ - - - - - - - - - - - - - - - - 4 E - - - - - - _ - - - Suite 140 pen; thence South 89 Degrees 43 Minutes 14 Seconds East 330.00 feet 573.30' r Carmel, Indiana 46032 to a concrete monument; thence South 00 Degrees 03 Minutes 46 I & 1 ZT6dh- 9670(ped I Seconds East 9.98 feet to an iron pen; thence South 89 Degrees 43 __ __ - -- s- L.L -- p Brook-view Properties Plat Prepared For. Minutes 14 Seconds East 541.57 feet; thence North 00 Degrees 16 I � -_- _ ° Attn. KeW Lawrence Minutes 13 Seconds West 342.20 feet to a concrete monument; thence � t - - -- 3t �i 805 City Center Drive North 11 Degrees 02 Minutes 23 Seconds East 133.83 feet to a concrete I �� 26 - -STM D Suite 140 monument; thence North 00 Degrees 16 Minutes 13 Seconds West 65.62 I 23 � 3o STMT_ Carmel, Indiana 46032 feet to a concrete monument; thence North 43 Degrees 20 Minutes 39 aisr. 5 nsPALT A STM --- ---STM STM 2a N84• 61 -WTR WT 1 T WTR X82• .WTR" WTR WTR --ter r�rR WTR TR " D 11 Seconds East 48.66 feet to a concrete monument; thence South 88 � I _ S-3� -- R 10 - 1 ® _STM` Survey Prepared By: Bordenet Design Degrees 34 Minutes 29 Seconds East 246.11 feet to a concrete 22 WTR WTR --i 9'03 STM D Scott Bordenet PE LS ,,,,�,_ • monument; thence North 87 Degrees 33 Minutes 11 Seconds East 137.95 STM =___ W- ,-STS- STM 21 _WTR _ R _____WTR W R WTR - --WTR - R - ---WTR S M / / �_ 89.27 "x' - - N89-43 14"W 33 8902 Alibeek Ct. - / TM feet to a concrete monument; thence North 64 Degrees 52 Minutes 19 WTR - - WT R ---WTR R WTR 2s �`�, �" /, _ 42, Indianapolis, IN 46258 Seconds East 72.64 feet to a concrete monument; thence North 84 R WTR � --m ���t � _-& ��� 69 ';' % - --�-.- c° 15' B -� __ "_ _ / - Degrees 16 Minutes 14 Seconds East 125.36 feet to a concrete tiYO I S88 9 E �- -am - I� 33-�a E ! /i/ , /� , . '� 4Z 11 monument; thence South 82 Degrees 47 Minutes 01 seconds East 198.30 �� 1 -� -" --�- f -- /" '� I /' ;// o a s 54.55 �� �----- .95 / / i'� /' /; c I 11- S � VA t t9 I 'S �� 916 Y /, , , / / w =• o a concrete monument thence South 89 Degrees 43 Minutes 14 20 feet t e e g 1s S STM � Q / ' , / // ° Q Seconds East 42.72 feet to the Points of Beginning. Containing 11.62 D �� ��1 �_ m /; ;j /� j / / / Y r �' S BSL , / . / , i ., L-' v �� 11 acres, more or less. , _ 1 / , / / 44.0 ' -'� 4'00/ / / , Y Q I . 11 I . / I I Soils map Br 1! CrA MmB2 MmB2 Br MmC2 MmC2 MmC2 Br A MmB2 E�Gt/i Street MmC2 Br Br ,� OCA --11� 11.1 G MmB2 �:� 0 C�� � MmA 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 r i 11 v ,r a _ - ♦ /r: v i♦ ^ 11 ,, , n � t c • •rv1T t- ; � �^. 1. �" _T_, C I ' (--- _ - - _ - s3 - 156th Street % �•'� `~ k 1\ C, -� �, y �, ' j -, � J 's r` 'N0 f U �� L \ j L- \ I ,� 1 N J, i i �_ I IN I % , , o -, Qi � � _� - j il" `-.. -,, I J ' .1 _ `� I / /� •� i/- t` ;jam' �! k ` , \ �IG p 146th Street BM,, `:a 38 , ; Y 4lea¢Q Ch `!' ; \ , If' • f_ - f 4, , : f i _.. f _ /f�� `• (/ � ( . `v n �, r lye ` 1- -` ;� � ,. Project Location ? 1 - ' � - L_ 1. . �L, c - I - - -1 ?�) , - E ) - -�-. -- I . , / .. z �_ �; • ` • (( \\ 136th Street szr��Er ; o ,=` �. _ _ o^ ? " ;- I l _ _L -` •,\ /f� '411 _ �J - 1- ;`' �`�`: , - off; ,' r. i - ��C /� , �, :l, .I Miscellaneous Notes 1. BSL = Building uildin Setback Line 2. D. & U.E. = Drainage and Utility Easement � -- - Q i' j j m �'2t1!Ot x 1�1' `�1, 2(i Slit. X A�p Lot - O.89 Ac. / / -•---• F rn �7+ _ 'M t �� / / ---{fi - - , , //; j / L I X 1 77 / / / A," L I I V) �= . I I I 1. ----- I // ,� %/ � ` / / j' ' / ONO % I _ T- N ,� ; ,_ , �; ; ��, Certification Date. June 20th, 2007 CD co - -- - - -� / // lr I I --.I-- / � / / // �� to _ - - - -- ----- - - - - -- -- -- - -- -- - o co / /*.- / ;/ / / \ �O O� ,11111I1111I� In o _ / � �- �/ / � �,/, / / / i ' /' // / Q,O 2 �� • �,GI ST�'Jpn':: `�' iii I� a 1 1 �ft - -- '' ' / / / = 4 :•' •4 '�O : ;A, ' ti0 5 2,000 , / / ; ; ;,��� / �` Ci,1, = No. 0 3 - Of "�� . -Z -- I / ,' =�=,=, �� f - = ; 20100044 _ 11 / I I 11 .. / ' L L . . - �, w �e • � - / j/ ' /% - // /� f/ • � STATE OF 1. II _ V) G� x G,� 3,1344 Sft. o , / ; � , o Lot �3: 1.56 Ac. I� � / / !/ / / - / / /� � H / /// & ,/I �i . C) // / -- V) �/ / i" / // _ a Of • 1s ° 1 ' / / ; '%/ ( General Notea. 1 I 14 - p � I / , / ; / / / /,; / V x v w w ® STA STM (' � / '� ' j / ' / a 0O � Q p t5 - - - °- AQ i// ' /' / /, ' 9 /j - r o n r f his primary plot is to - / ,•J s s / f a ; , / , , , /, / ; / /; / / �/ / ; / / / , , / / / q o A The purpose o t P m rY P !/ J i ; , /' j i / / /' i i / ' %, / % ! '�/ �, �- establish lot configuration for secondary / / / / / i' / i' ' �' �f3OP0 // /' / /' /'; / / / � ¢ z I I •- o / 1.0 �--- y -- -� / /,% / / ' , // / / // // % �? r� /: �i , / / i , ; ; % i platting and construction documents of , / / ; % // / / / ;o /� '� ,' / / / // / / 3T0 M % Eft ; /" ;' /. '/ / / ;' ; ,% ; % % , / i ., I` ,, Q ~ P 9 - ! �' / / ;'l;.ut 2. it c,/ / / ", ; // % /�/ i / O >E 10 gER� "MAIN, / i b % 0 � a � Final aP SED' 6 '1NATE �,�� / / / / / % / / / ,Q ',' -1 a w common and access areas. / j , i / / , y f / / / i / / / / / / / , // / / ,' / / �r/[� / �' / / / /. i / / ' / d / / / ,' 9 / // / i j' // / / i / / / / i' // / / i.i f' / ,.� / LL o / % ; ; , i; // / % "i % / / T.0' z o development of the individual lots may vary, i / /'' /' / /, % i / �' �-,� I �, i" / �� / / �/} / j z m ; R WyTR 1�tT ' vYT R o o ° but will substantially comply with the // / ' // i • I / / / i i 1 / ,/ f ' j w f- / / /, / /, / ' /- / Q development indicated hereon. �n N90 00 0 E ®\ / N94 OO A4 E ' /` / %� 24►3.58/ % ' / � j % : , / / j /' ; / , : N9Q� 00 0 ;E, �i",' / ' i / +4 4i4' , !' z Q o p 11 / / 207,.97 / / / / /, / / /' / / i / / / / / , i i '' i / / ", p �i cn , ,, / / / �� i / j / / w B. This is a topography shown on this plat is / / %, / S ; ST / / ',ST STM , STM ° / / i /' / / '/ based u on a surve ed provided b Brookview �� /�/ / / / % / �// / /i / o P Y P Y o �/ / // 1 / / 'D / � / / �i / / ) � / ; o '• / / / / / / / //� / / � / / ; // /i / ' / / //, / , / ' ° �'-' properties. The vertical datum for this survey / i 9/� / // / / / /i /' / / , / / / o Cn P P y / / / /. / / % /' / / PR Ci 0 TO M�'I ;'�. . /' /! 's. / /, ' / / / / / WAR; % / ;' :- o �► � I / /e / PR „�T f W / t L . u L. / / "i' / + i / % / / / / /tt / %' o A / �, / J / / raj '' % // = •/ / / P E / EWE MAIN was a cut X on the southwest corner of /�' / / / /,/ i / /// / i��/� �/ / / / / j / /, / / j� / /$/ : , S SAN / $AN ' . / / / , S S o � the concrete water pit approx. 330 East and 11 / / 11 // ,' - 35 North of the intersection of Gray Rd. and y ti� ti j /' �,, ; %% // �� 146th Street (Elev. 827.85 NAVD88). a X LLI 9 --- �e L ' /�' / '�' / C. Parking Analysis: ,� ,� // - / / j/ (Areas and counts are approximate) tell / / / ° Lot 1; 3,844 sft• building area; 29 spaces. L C) -- / / / --� - °; / -- 9 P ❑13 ° V) / j i ��n 'M /'. TLT" _____- / ; /' = / / ,� _ rn Lot 2; 12,000 sft. building area; 54 spaces. - �7 / I f� t 2 � / /, 1 f i es. ❑ 11 :�_ ----- , /� Lot 3; 2 ,200 s t. bu Iding area; 63 spac o '""� - ' / / / j F-- -- - - - -- C -4 r - ' / ; j / fir/ / /' / Lot 4. 13,600 sft. building area; 56 spaces. V) -- - ,/ /,/ 9 P ./"�� - i i "i / �i' C) - -- , -- - - - Lot 5. 21 600 sft. building area 105 spaces. / i I I � - / // _ - Total shared Osace. / / Note. o al ha ed arkin 11 s _ __ P 9 P • o - "'' ,'; /`:' ,� / / ; i a0 - � 70 13 bn0 pit.: 11 uo� 270' cao sit. /� �/ // . 11 I I o , /, , I -- / __ i I ( �. / / / ; /; ; / D. ADA compliant ramps shall be Installed at all - ---- ' / / / o ' / / /" Z _--�- - -- - ,- -r ; crossings. - -- f / // / _" / i L /, /' I------,-- r1 N J ' - - f -- r -:--- , U -'� -- - - - t / ° - - - -- / �/ ' ' j ;/ ---� E. Domestic Water and Sewer usage. Total �/ ;/ / o � / 66 a / --- - / e 8,880 II e a a Instantaneous � usage: gallons r d Instant ne W � � / N 9 9 P Y - \ / � N 0� I /// / ' ' ' " ' // 0 F\00) peak rate estimated to be 22,200 gpd. / /' �� A / / � 1 E � ' I / S� Z� F , ;/ / , , Rv Z ( I, ''44;OQ /; '� ' - 44:00', ' /% Z F. The accuracy of any flood hazard data shown N e) ' ; ' / / , ° -, on this report is subject to map scale / % ' ., /' /-, i i i / �- /'', ":'� ,x /; ---- L U uncertainty and to any other uncertainty in i �' location or elevation on the referenced Flood EkL.S /' i' / / / / ' � �5 - �� ` w N Q i / ' /;'; /, r'' / //� U f yYO / , /; / Insurance Rate Map. Parts of the within z /; // /� /' ' // ' i i 1 " z described tract of land lie within a Flood / / // / / , � N90 00 00 E / -n a Hazard Zone A as said tract lots b scale I � / 158 7' N on Community Panel Numbersp18057CO14OF -� / ° ° (2- 19 -03) and 18057CO227F (2- 19 -03). �. Na2.2a,o E °° � ® � 244. 1 --- -� o � No parts of the developed tract lie within the P I to N90'00'00 "E � °° � � `� Flood Hazard Zone A of said panels. - A%-M00000 X 213.861--- 13. / � oOpP� \N ,I--- �� '' --%--1-----1' ( �� F \RM F� z - - o ® ° N ZONING CLASSIFICTION Z EXISTING: CARMEL S1 � r- ° X ° ° Block A: 4.25 Ac. ', ' HATCHED AREA INDICATES EASEMENT FOR INGRESS, � ° I w / PROPOSED: CARMEL B1 F;' // Of /, ;/ i EGRESS, UTILITIES, DRAINAGE AND SHARED PARKING I'll N _ � ° ° Primary Plat Index 0- co I Q °, i N � 1. .Primary Plat R o ® ° °Q J 2. Primary Plat - Landscaping °w a- EXISTING TREES TO REMAIN ° ° ° ��\� �,� �� 3. Primary Plat - Erosion Control Sheet A � 4. Primary Plat - E. rosion Control Details ,' EXISTING TREES TO REMAIN �S' I I . a0 Qaf _ _ 9 - - � � -0 , ° ° 5' BSL °' 5' BSL - N8943' 141V BROOKVIEW N ' 1411f -- `� S00'03'46 "E ° G ° � 330.00' " 541.57 9.98 PROPERTIES GRAPHIC SCALE ; PROPOSED 8" SEWER EXTENSION M EXTENSION APPROX. 950' SOUTH 40 0 20 4° 80 Revision Block ALONG GRAY ROAD .�.,_.,�. - - - -- - ------------- - - - - -- -- -- T ZONING CLASSIFICTION Rev. No. Description , _ -_ - -_- ____,_ -____- Date CARMEL: S 1 % ( IN FEET) -- - - - -- - - - 1inch = 40 ft. 0 6 - - - - -- - - -- _ _ - -- - - -- _ -- - -- -- - - - -- - -- - - -- - - -�- - - -- -- -' - -- - - - - - -- --- - - - - -- SYMBOL LEGEND Structure Data Table -_ D. Scott Bordenet, P.E., L.S. WV WATER BASIN • BOLLARD • • •' 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 I Invert - - - - - D4 WATER VALVE ® CATCH B S N FLOWLINE Yp or Gutter p Connection Connection yp or Gutter p Connection Connection yp or Gutter p Connection Connection 1 - _ Ph. 317 536 6181 -- - --- ---- - - - - -- _ -- - - -- -- -- - - -- - --------- - - - - -- -- - -- =-:- -- - - - - -- -- -- - - .. a 317-536-6220 - -- - - - -- - - -- --- - - - - -- --- - - - - -- - - - - - - -- - -- -- - -- - - -- - - - - -- -- - -- - - - - -- ------------------­---------- - - -- - - - F x � STORM SEWER MANHOLE p TELEPHONE PEDESTAL D2 - - - -- - - -- -- - -- - _ - - - -- - - - - - - - -- -- - - -- - - -- - - - - -- . - - - - -- - � �_ 1 r " D LABEL ❑ DRAINAGE STIR. 10 CONC. END SECTION - NA _ -NA _ 15 _ RCP N 11 OUT ` -NA _ _ 21 _MANHOLE - CLOSED LID 827.45 TC 30 RCP E W _ OFFSITE__ _ __ 22_ -_ - 810.33 - 29 _ -.--- BOX INLET _ BEE HIVE - -- -- - TC - RCP NE NA 28 � -''� _ GAS 11 MANHOLE CLOSED LID 810.92 TC 15" RCP N S 14 I _ 10 _ 805.57 22 MANHOLE CLOSED LID 824.30 TC 30" RCP "-­­­----21 25 809.68 30 MANHOLE CLOSED LID - 30" RCP E 25 , 33 f - 8902 Al>tbeck Ct. ' GAS LINE -- - ----- - - ---- - - - -- --- - - - - -- - -- -� -- - - - -- - - - -- -. - - -- ---- - - - - -- -- -- HOLE LIGHT POLE 1 TR. BEL -- -_- +- T - ----- - - - - -- -- - -- - - - - - -- -- - - - - -- -- __ ._. - - - -__ - - - -- - - - - -- ____ --- - - - - -- ____ - - -- - - -- - -- ---� _____ -- -- - - - - - -- ____ _ _ - -._- - _, FBX FIBER OPTIC HAND H SANITARY S LA � _� -12-- r ? I " . _ Indiana olis, IN 46256 ❑ -- - -- - - -- - - - -_- -_ GAS - -- - - - _ -- 1 - - -- - - - -- .__ 12. _ W - _ 12 - -- - -10- - -fi _ 805_57 - - -__ - -- - -- - - - - - - - -. _.._- -- -15 RCP_ N 23 25 819,36 _ _15 RCP N 31 33 - a P HOLE WITH GROUND EQUIP. Q) BOULDER CURB INLET CURB INLET 811.44 TC 112" RCP E W 13 ' 11 - 23 CURB INLET CURB INLET 823.99 TC I 15" RCP S - -- -24_. _ __-- _22__ -__ I__- - -. - 31 _. - - - - -- -CURB INLET I CURB INLET - - ___i 15" RCP S- -- ­- - ---.I.---- - v GN HAND H GUY WIRE -._ _ __ __�_ __- _. -__. -. 32 30 ® -_ _ _ - - -- - - - -- - _ -_ _ - - _ _. _ _._ _ - - _ -- - - -- -- - - - -- __ _ _ - _ STM STORM SEWER 13 , CURB INLET CURB INLET -- - -- 12' RCP W- - -NA - -_ __ ___12 __ _ - -- t 12» RCP N 24 22 1 -- _ - - _____._..- - -__ -_ _- _-- - -___- _..._._.___ ___�___ » -- .____._.______ __ - ________ -__ _ -_'_ • - _ -- - -- - -- - - -- -- - -- - - - -- -- - - - -- - - - - - -- -- _ -- - -- - - -- - -- _ - -- - - - -- __ . - - -- - - - -- - - - - - - - - - -- - - -- 12 RCP N 32 30 - • UGE ELECTRIC HAND HOLE `� UTILITY POLE STM 14 - y 15 " I __ _ }__ __ »_ __ . _. __- _ ___ _ _ _ _ .__ Project Number. - -_ MANHOLE -_ - CLOSED UD - 817 77 TC 15 RCP SSW - I - 11 810.09 24- - CURB INLET - CURB INLET - - - 12 RCP S NA -- - -23 -1 - 32 CURB INLET CURB INLET - F 12 RCP_ S NA I 31 . _i - -- -- -- --- -. - t. _ _ _ _ - - -- --- - - - - -- - - - -- - - - -- -- UGE UNDERGROUND 1 _ I - - - --- 1 " 15 - CURB INLET CURB INLET - 816.00 TC 15 RCP E/W _ _ -16 - -- 14 - -- 25 - - MANHOLE - CLOSED LID 818.01 TC 30 - RCP E W 22 30 I 807.74 33 CONC. END SECTION NA NA 30 RCP E W 30 OUTLET C - NT SIGN WTR -_ . _ -- FIRE HYDRA - - UGE ELECTRIC WATER LINE - { _ » -- -- - -- -- -- 16- - -- CURB - INLET - - - -- CURB INLET - - -- 12 RCP -E /W - - -17 __ - -- 15 - - -- -- - - - -- -- -- - - - - - - -- -- - - - -- -- - -- -- - -- - -- - - -� - - -- SANITARY MANHOLE STOP SIGN WTR - _ " - - - -15� RCP -N -- - 26 - 30- - -- $13.63 } .- - -� -- - - - - -- - -- - - O e7 S e - - -17 - - -- BOX INLET -- BEE HIVE - - - -- - -1-2 RCP -1N- -_ 18 - -- 16 - -- - - - - -- - -. - -- - - -- -- - - - -- - - - -- - -- - _ - - - -- - --- - - - - - -15 - -S- - -- - -28 - -- - -- - - -- -- - -- -- - - - - O -- -- - -- UGT UNDERGROUND » -- - -- - - -- -- - -- - - - - -- -- - -- - - -I - - -- -- - _ 18 -BOX INLET _ BEE HIVE 12_ RCP S E 1.9 1 17 - - _ - _26 -- -- CURB INLET - CURB INLET_ _- 81$.00 -TC __ _ 15 RCP S_ 27 -- - -25 - 1__ -_. -: - - -_ _ __ - . -- _.___ -_- ----- _----- ______ _-- - - - - -- - - -- - 1 1 -- Q I SHRUB ® IRON PIN - OR - REBAR UGT TELEPHONE ^ _ RIGHT -OF -WAY 19 CURB INLET CURB INLET - - -- 12" RCP E W - 20__ -18- - - - -_ _- .__ -- I----------- . -_ - - -- - - ___--------- - - -12" RCP N 27 - - -- 25 - 1 - - - - - -- ---- - - - -�' -- - -- - - - -} - - - - -_ _ _.__} -- .- Sheet No. ----- GV GAS VALVE 20 -CURB INLET _ CURB INLET_ __ - - -- - 12 RCP W - _NA - 19 - -_- -- - 27_- -CURB INLET -- CURB -INLET �- -__ I �-----J$, 12" RCP S DECIDUOUS TREE $qjv SANITARY SEWER -- PROPOSED FEATURE _ - _- - - - ___. -- - _- - - - - _ _ _ _ _ - -_ - - - -- - -- -- - - -- -- - -- -- - - - -_ i 28 BOX INLET BEE HNE - RCP N_ 29 -- I - I (�,j(.( EXISTING FEATURE - _ ------- -.____ __ _ ___.__ -_._ ____._.__ _ _.__ __._.� _ _. , - - - --. _ _ _._.__- _______. _- -- �._._ -_ (j' CONIFEROUS TREE GAS MARKER i ____.._._____._ _.___ __,_._ 15 RCP SW ­2- 9 -T }__ __�5 _ __t- __r -_ __I _ ___ .._ _ _ __. - -- __I ________ _ 1 o f 4 i,. �..«.. .vim ..� _ _ '"- - -- - �.�- ,.�,. �.�. - - � 7 .: 9 ' 1` 11 13 .. 15 17 19 , i 21 r 23 25 K� 27 3 : 29 ib' 7 33 31 E It: ov 0 N N N CD u 0 N CYN 0 a v N a r� 0 a C, 0 0 m 0 N N CID to rn Ln I r� M 0 io Ln i t Cl- CID N Z 0 0 U Y U a N 0 00 Lq t..r Cl- -2 O co 0 U N Landscaping Requirements GROUND LINE SAME AS NURSERY SMALL TREES with narrow crowns UNDESIRABLE STREET (Suitable for tree lawns 3 to 5 feet wide, and under wires.) TREES: Acer griseum - Paperbark Maple Acer negundo Amelanchier orborea - Shadblow Serviceberry Acer rubrum Amelanchier x grandiflora 'Robin Hill' - Robin Hill Serviceberry Acer soccharinum Corpus kousa - Kouso Dogwood Ailanthus altissima Fraxinus pennsylvanica 'Leprachan' - Leprachan Ash Betula papyrifera Magnolia x quinquepeto 'Galaxy' - Galaxy Magnolia 'Amanogawa' Betula pendula Elaeagnus angustifolia Prunus serrulata - Amonogawa Oriental Cherry 'Canada Fraxinus velutina glabro Prunus virginiona Red Select' - Canada Red Select Cherry Ginkgo biloba Sorbus tionshanica 'Dwarf Crown' - Turkestan Mountain Ash Morus species Syringa reticulate 'Ivory Silk' - Ivory Silk Japanese Tree Lilac Picea or Pinus species dead or unsatisfactory by owner shall be P Pyrus calleryana 'Bradford' SMALL TREES with broad crowns Populus albs (Suitable for tree lawns at least 8 feet wide, and under wires.) Populus deltoides landscape contractor. Populus nigra 'Italics' Acer cam estre - Hedge Maple P 9 P Quercus palustris Acer ginnalo - Amur Maple Ulmus americana Acer tartarion - Tartarian Maple Ulmus pumilo Amelanchier laevis 'Cumulus'- Cumulus Serviceberry H. All plantings beds shall have a spade edge. Carpinus caroliniono - American Hornbeam Cercis canadensis - Redbud � Chionanthus virginicus - Fringetree Corpus alternifolia - Pagoda Dogwood Tall Shrubs (6' or greater) Holesia carolina - Silverbell N Maackia amurensis - Amur Maackia or Mayday Tree Wintergreen Barberry Malus spp. - Crabapple Varieties *: Centzam, Red Splender, Tatarion Dogwood Red Jewel, Van Eseltine, Zumi 'See Indiana Urban Forest Leyland Cypress Council's recommended Crabapple list." Hedge Cotoneaster Prunus virginiana 'Shubert' - Shubert Chokecherry Japanese Holly Robinia pseuocacia 'Globehead' - Globe Locust Chinese Juniper Syringa reticulate - Japanese Tree Lilac *limit Border Privet Norway Spruce use - over planted genus Korean Pine MEDIUM TREES American Arborvitae (Suitable for tree lawns 6 to 8 feet wide, but not under wires.) Burkwood Viburnum Aesculus x cornea 'Briotii' - Rubyred Horsechestnut Anus cordata - Italian Alder Shrubs (6' or less) Alnus glutinosa - European Black Alder Betula nigra - River Birch Japanese Barberry Betula nigra - River Birch Boxwood Carpinus betulus - European Hornbeam Burning Bush Cladrastis kentukea - Yellowwood Inkberry Holly Fagus sylvatica 'Purpurea Tricolor' Northern Bayberry or 'Rosen- marginate' - Tricolor Beech Yew Gleditsia triacanthos inermis 'Impcole' - Imperial Honeylocust Flagrant Viburnum Koelreuteria poniculato - Golden -Rain Tree American Cranberry Bush Nyssa sylvatica - Sourgum / Blackgum Ostrya virginiona - Hophombeam Phellodendron amurense 'Macho' - Male Corktree Quercus robur 'Fastigiate' - Pyramidal English Oak Quercus robur 'Skyrocket' - Skyrocket English Oak Sophora japonica - pagodatree Tilia cordate 'Corzamlain' - Corinthian Littleleof Linden Tilio 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 - Katsura 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 'Shademaster' - Shademaster 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 albs - White Oak Quercus bicolor - Swamp White Oak Quercus coccinea - Scarlet Oak Quercus macrocarpa - Bur Oak Quercus muehlenbergii - Chinkapin Oak Quercus rubra - Northern Red Oak Taxodium distichum - Bald Cypress Tilia americana 'Redmond' - Redmond Linden Tilia tomentosa - Silver Linden Ulmus paevifolia * - Chinese / Lacebark Elm Ulmus parvifolia * 'Dynasty' - Dynasty Chinese Elm Ulmus 'Pioneer' * - Pioneer Elm Ulmus x hollandica* 'Urban' - Urban Elm *Limit use HARDW000 STAKE CONIFEROUS TREE DBL STRAND GA E H WIRE W/J7UBBER HOSE �-� 6' BELOW TOP OF STAKE 6 PLAN77NG SOIL 7 I. ! 11 I AND FER77LJZER I J I III —I I I� I GROUND LINE SAME AS NURSERY E. Plants and all other materials to be stored Overstory Tree Ornamental Tree MULCH conflict with construction and as directed by z OR LARGER ROOT BALL owner. e 12* 'o NEED NOT BE STAKED DECIDUOUS TREE DECIDUOUS TREE guaranteed for a period of two years following final inspection by owner. At the _ CONSTYUCT EARTH ^ . DBL STRAND WIRE dead or unsatisfactory by owner shall be P ^ W/RUBBER HOSE replaced at no additional charge by the _��►� landscape contractor. PLANT 6 PLAN77NG SOIL 7 I. ! 11 I AND FER77LJZER I J I III —I I I� I GROUND LINE SAME AS NURSERY E. Plants and all other materials to be stored Overstory Tree Ornamental Tree NOTE.• CONIFERS W124' conflict with construction and as directed by z OR LARGER ROOT BALL owner. e 12* 'o NEED NOT BE STAKED DECIDUOUS TREE DECIDUOUS TREE guaranteed for a period of two years P following final inspection by owner. At the HARDWOOD STAKES end of this period, plant material termed ^ . DBL STRAND WIRE dead or unsatisfactory by owner shall be P ^ W/RUBBER HOSE replaced at no additional charge by the 6' BELOW TOP OF landscape contractor. STAKE G. All disturbed lawn areas shall be 4► hydroseeded as noted on the plans. to H. All plantings beds shall have a spade edge. � 2' CONSTRUCT EARTH N SAUCER AROUND BUSH TYPICAL CON DECIDUOUS S SHREDDED H, BARK MULCH 3 -4* MUDDLE PLANT BALL PLAN77NG SO CONS7RUCna PLANT (75 HEIGHT) PLAN77NG SOIL AND M! FER77LIZER 6 MIN GROUND LINE SAME 12• AS NURSERY MIN 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 5 NW Cor. NW 1/4 S21– T18N –R4E 7 l I I I I I tea.. ■ I . 00 (U! r, . to LO II W W] IN II I I� _. —. _. —_ . _ — ._._._._. —.= 589'43'14 "E — — _ —:_ _ _:_ 573.30' �. � 000 1 N84'1614 mow* MONO "Now aftft S82.47'01 "E 125.36' 109.03' C� N89'43' 14"W 89.27' 42.72 Brookview Properties 146th Street Office Complex IU 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. KeIR Lawrence 805 City Center Drive Suite 140 Carmel, Indiana 46032 Survey Prepared By. Bordenet Design D. Scott Bordenet, PE, LS 8902 Alibeck Ct. Indianapolis, IN 46256 B D fco M CV 0 0 z I� 0 �t N SYMBOL LEGEND wv ... > To of Castro Upstream i Downstream P g Pipes P Invert Structure WATER VALVE ® CATCH BASIN • BOLLARD Structure Type Grate p �4 _ _ _ —_ FLOWLINE or Gutter Connection iconnection o D STORM SEWER MANHOLE a T P TELEPHONE N E PEDESTAL — NA 21 D2 DRAINAGE S T R LABEL 10 CONC. SECTION NA 11 OUT GAS FBX FIBER OPTIC HAND HOLE t LIGHT POLE �1 SANITARY STIR. LABEL GAS LINE 11 MANHOLE CLOSED LID 810.92 TC 15 4 "_RCP_N S 110_ 80_557_ _ -22- - -- GAS -- - -- -- - -- - - -- - -12" W - - -- 12 10 805.57 -- GN HAND HOLE WITH GROUND EQUIP. BOULDER -- - ® GUY WIRE STM 12 CURB INLET CURB INLET _811.44 TC 12" 12" RCP E�W -_ 13 _ 11 _ - _ ____ _ STORM SEWER 13 - CURB INLET _ CURB INLET _12 RCP W _NA _ 12 - ® ELECTRIC HAND HOLE UTILITY POLE S TM �- - 14 - MANHOLE CLOSED LID 817.77 TC - 15' RCP S/11 15- - - -11 810.09 24 UGE UNDERGROUND FIRE HYDRANT -II- SIGN WTR _15 - CURB INLET CURB INLET 816.00 TC 15' RCP _E /W - 16 - - -14 - -- - 25 _ ELECTRIC - " _- UGE wTR WATER LINE j6 CURBINLET _CURB INLET_ _ 12 RCP_E/W __ 17__ r_ _ 15__ OS SANITARY MANHOLE ® STOP SIGN 17 BOX INLET _BEE HIVE _ _ 12" RCP E N 18 -r - UNDERGROUND -- - - - -" - 1- - 16 - -- - -- - -- UGT ._ _ 18 BOX INLET - -BEE HIVE - 12 RCP�E 19 �17 � - 26 Q SHRUB ® IRON PIN - OR - REBAR UGT TELEPHONE _ RIGHT -OF -WAY - -- -- - 1 _ 19 CURB INLET CURB INLET 12" RCP E/W 20 �- 18 _ Gv DECIDUOUS TREE GAS VALVE SAN SANITARY SEWER PROPOSED FEATURE 20 CURB INLET T _CURB INLET _ - _ 12' RCP W_ NA - ____19 - - 27- 4ZA � - -- - - -- �- �8 SAN IXI5fING FEATURE —_ _— __. _ '- -- - - - - -. 2 CONIFEROUS TREE � GAS MARKER l --- _ -_ -_. _- _.- . - -_ -- -_� -_-._ -__ -- �: 3 15 - 17 r 19 i= 7 9 - 11 13 Structure Data Table – D. Scott Bordenet, P.E., L.S. Type Grote Top of Casting Pipes Upstream Downstream Invert Structure Type Grate Top of Casting j pipes Upstream Downstream Invert -' - Ph. 317- 536 -6181 or Gutter Connection Connection or Gutter I Connection Connection F - - -_ _ -_ _ - - - – – Fax: 317 -536 -6220 MANHOLE CLOSED LID 827.45 TC 30' RCP E/-� OFFSITE -_ 22 810.33 29 BOX INLET BEE HNE 811.45 TC 15' RCP NE NA - -- - - - -•~ = t� MANHOLE CLOSED LID 824.30 TC 30_ RCP E __21 __ _ 25 - 809.68_- �30 MANHOLE -� CLOSED UD _- 30 RCP E W 25 33 - 8902 Ahbeck Ct. — - Indianapolis, IN 46256 15' RCP N 23_ 25 819.36 _ -_ ___ ___ ___ 15' RCP N_ w 31 33 - P CURB INLET CURB INLET 823.99 TC 15* RCP S _ _ 24 _ 22 -_ - 31 CURB INLET - _ CURB INLET 12' RCP N 24 _ 15 _RCP ST 32 : _ - _30x__ . ?2�_ ___- __32__ ____ -- - - - -- -__ -_ -__ — _ - -___ 12' RCP N 32 _- _._30 __- — _ - - - -_ Project Number: -- - - -- - -_- - - - -- _ -- -- - J CURB-INLET CURB INLET _ _ 12' -RCP S- NA 23 _ - -- CURB INLET - CURB INLET - rr 12' RCP S- - NA - 31 MANHOLE _ _CLOSED LID 818.01 TC_ __30' RCP E1W ____ 22 - 30 -- 807.7.4 33 CO - -NC.- END - SECTION - -_ NA NA 30" RCP E 30 OUTLET - - -- - 15" RCP N -26 - -- -- 30- - -- 813.63- - - - - -- - -- -- - - -- - - - - -� - -- - - - - - -- - 2007-039 15" RCP CURB INLET CURB INLET 818.00 TC 15' RCP S 27 _ 25 - - Sheet N0. : 12" RCP N 27 - 25 - i CURB INLET CURB IN - _ - BOX INLET BEE HIVE RCP N g - 25 _- , r __ _ -_- r_______.__T __ -- - ____ __ _� _, 2 of 4 I 15 RCP SW I 29 25 - I i 'Wr - , ,..e 23 25 _ •- 27 29 31 - - 33 PLANTING LEGEND E. Plants and all other materials to be stored Overstory Tree Ornamental Tree conflict with construction and as directed by Evergreen Tree owner. e Accent Shrub SYMBOL LEGEND wv ... > To of Castro Upstream i Downstream P g Pipes P Invert Structure WATER VALVE ® CATCH BASIN • BOLLARD Structure Type Grate p �4 _ _ _ —_ FLOWLINE or Gutter Connection iconnection o D STORM SEWER MANHOLE a T P TELEPHONE N E PEDESTAL — NA 21 D2 DRAINAGE S T R LABEL 10 CONC. SECTION NA 11 OUT GAS FBX FIBER OPTIC HAND HOLE t LIGHT POLE �1 SANITARY STIR. LABEL GAS LINE 11 MANHOLE CLOSED LID 810.92 TC 15 4 "_RCP_N S 110_ 80_557_ _ -22- - -- GAS -- - -- -- - -- - - -- - -12" W - - -- 12 10 805.57 -- GN HAND HOLE WITH GROUND EQUIP. BOULDER -- - ® GUY WIRE STM 12 CURB INLET CURB INLET _811.44 TC 12" 12" RCP E�W -_ 13 _ 11 _ - _ ____ _ STORM SEWER 13 - CURB INLET _ CURB INLET _12 RCP W _NA _ 12 - ® ELECTRIC HAND HOLE UTILITY POLE S TM �- - 14 - MANHOLE CLOSED LID 817.77 TC - 15' RCP S/11 15- - - -11 810.09 24 UGE UNDERGROUND FIRE HYDRANT -II- SIGN WTR _15 - CURB INLET CURB INLET 816.00 TC 15' RCP _E /W - 16 - - -14 - -- - 25 _ ELECTRIC - " _- UGE wTR WATER LINE j6 CURBINLET _CURB INLET_ _ 12 RCP_E/W __ 17__ r_ _ 15__ OS SANITARY MANHOLE ® STOP SIGN 17 BOX INLET _BEE HIVE _ _ 12" RCP E N 18 -r - UNDERGROUND -- - - - -" - 1- - 16 - -- - -- - -- UGT ._ _ 18 BOX INLET - -BEE HIVE - 12 RCP�E 19 �17 � - 26 Q SHRUB ® IRON PIN - OR - REBAR UGT TELEPHONE _ RIGHT -OF -WAY - -- -- - 1 _ 19 CURB INLET CURB INLET 12" RCP E/W 20 �- 18 _ Gv DECIDUOUS TREE GAS VALVE SAN SANITARY SEWER PROPOSED FEATURE 20 CURB INLET T _CURB INLET _ - _ 12' RCP W_ NA - ____19 - - 27- 4ZA � - -- - - -- �- �8 SAN IXI5fING FEATURE —_ _— __. _ '- -- - - - - -. 2 CONIFEROUS TREE � GAS MARKER l --- _ -_ -_. _- _.- . - -_ -- -_� -_-._ -__ -- �: 3 15 - 17 r 19 i= 7 9 - 11 13 Structure Data Table – D. Scott Bordenet, P.E., L.S. Type Grote Top of Casting Pipes Upstream Downstream Invert Structure Type Grate Top of Casting j pipes Upstream Downstream Invert -' - Ph. 317- 536 -6181 or Gutter Connection Connection or Gutter I Connection Connection F - - -_ _ -_ _ - - - – – Fax: 317 -536 -6220 MANHOLE CLOSED LID 827.45 TC 30' RCP E/-� OFFSITE -_ 22 810.33 29 BOX INLET BEE HNE 811.45 TC 15' RCP NE NA - -- - - - -•~ = t� MANHOLE CLOSED LID 824.30 TC 30_ RCP E __21 __ _ 25 - 809.68_- �30 MANHOLE -� CLOSED UD _- 30 RCP E W 25 33 - 8902 Ahbeck Ct. — - Indianapolis, IN 46256 15' RCP N 23_ 25 819.36 _ -_ ___ ___ ___ 15' RCP N_ w 31 33 - P CURB INLET CURB INLET 823.99 TC 15* RCP S _ _ 24 _ 22 -_ - 31 CURB INLET - _ CURB INLET 12' RCP N 24 _ 15 _RCP ST 32 : _ - _30x__ . ?2�_ ___- __32__ ____ -- - - - -- -__ -_ -__ — _ - -___ 12' RCP N 32 _- _._30 __- — _ - - - -_ Project Number: -- - - -- - -_- - - - -- _ -- -- - J CURB-INLET CURB INLET _ _ 12' -RCP S- NA 23 _ - -- CURB INLET - CURB INLET - rr 12' RCP S- - NA - 31 MANHOLE _ _CLOSED LID 818.01 TC_ __30' RCP E1W ____ 22 - 30 -- 807.7.4 33 CO - -NC.- END - SECTION - -_ NA NA 30" RCP E 30 OUTLET - - -- - 15" RCP N -26 - -- -- 30- - -- 813.63- - - - - -- - -- -- - - -- - - - - -� - -- - - - - - -- - 2007-039 15" RCP CURB INLET CURB INLET 818.00 TC 15' RCP S 27 _ 25 - - Sheet N0. : 12" RCP N 27 - 25 - i CURB INLET CURB IN - _ - BOX INLET BEE HIVE RCP N g - 25 _- , r __ _ -_- r_______.__T __ -- - ____ __ _� _, 2 of 4 I 15 RCP SW I 29 25 - I i 'Wr - , ,..e 23 25 _ •- 27 29 31 - - 33 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. e 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 hydroseeded as noted on the plans. to H. All plantings beds shall have a spade edge. SYMBOL LEGEND wv ... > To of Castro Upstream i Downstream P g Pipes P Invert Structure WATER VALVE ® CATCH BASIN • BOLLARD Structure Type Grate p �4 _ _ _ —_ FLOWLINE or Gutter Connection iconnection o D STORM SEWER MANHOLE a T P TELEPHONE N E PEDESTAL — NA 21 D2 DRAINAGE S T R LABEL 10 CONC. SECTION NA 11 OUT GAS FBX FIBER OPTIC HAND HOLE t LIGHT POLE �1 SANITARY STIR. LABEL GAS LINE 11 MANHOLE CLOSED LID 810.92 TC 15 4 "_RCP_N S 110_ 80_557_ _ -22- - -- GAS -- - -- -- - -- - - -- - -12" W - - -- 12 10 805.57 -- GN HAND HOLE WITH GROUND EQUIP. BOULDER -- - ® GUY WIRE STM 12 CURB INLET CURB INLET _811.44 TC 12" 12" RCP E�W -_ 13 _ 11 _ - _ ____ _ STORM SEWER 13 - CURB INLET _ CURB INLET _12 RCP W _NA _ 12 - ® ELECTRIC HAND HOLE UTILITY POLE S TM �- - 14 - MANHOLE CLOSED LID 817.77 TC - 15' RCP S/11 15- - - -11 810.09 24 UGE UNDERGROUND FIRE HYDRANT -II- SIGN WTR _15 - CURB INLET CURB INLET 816.00 TC 15' RCP _E /W - 16 - - -14 - -- - 25 _ ELECTRIC - " _- UGE wTR WATER LINE j6 CURBINLET _CURB INLET_ _ 12 RCP_E/W __ 17__ r_ _ 15__ OS SANITARY MANHOLE ® STOP SIGN 17 BOX INLET _BEE HIVE _ _ 12" RCP E N 18 -r - UNDERGROUND -- - - - -" - 1- - 16 - -- - -- - -- UGT ._ _ 18 BOX INLET - -BEE HIVE - 12 RCP�E 19 �17 � - 26 Q SHRUB ® IRON PIN - OR - REBAR UGT TELEPHONE _ RIGHT -OF -WAY - -- -- - 1 _ 19 CURB INLET CURB INLET 12" RCP E/W 20 �- 18 _ Gv DECIDUOUS TREE GAS VALVE SAN SANITARY SEWER PROPOSED FEATURE 20 CURB INLET T _CURB INLET _ - _ 12' RCP W_ NA - ____19 - - 27- 4ZA � - -- - - -- �- �8 SAN IXI5fING FEATURE —_ _— __. _ '- -- - - - - -. 2 CONIFEROUS TREE � GAS MARKER l --- _ -_ -_. _- _.- . - -_ -- -_� -_-._ -__ -- �: 3 15 - 17 r 19 i= 7 9 - 11 13 Structure Data Table – D. Scott Bordenet, P.E., L.S. Type Grote Top of Casting Pipes Upstream Downstream Invert Structure Type Grate Top of Casting j pipes Upstream Downstream Invert -' - Ph. 317- 536 -6181 or Gutter Connection Connection or Gutter I Connection Connection F - - -_ _ -_ _ - - - – – Fax: 317 -536 -6220 MANHOLE CLOSED LID 827.45 TC 30' RCP E/-� OFFSITE -_ 22 810.33 29 BOX INLET BEE HNE 811.45 TC 15' RCP NE NA - -- - - - -•~ = t� MANHOLE CLOSED LID 824.30 TC 30_ RCP E __21 __ _ 25 - 809.68_- �30 MANHOLE -� CLOSED UD _- 30 RCP E W 25 33 - 8902 Ahbeck Ct. — - Indianapolis, IN 46256 15' RCP N 23_ 25 819.36 _ -_ ___ ___ ___ 15' RCP N_ w 31 33 - P CURB INLET CURB INLET 823.99 TC 15* RCP S _ _ 24 _ 22 -_ - 31 CURB INLET - _ CURB INLET 12' RCP N 24 _ 15 _RCP ST 32 : _ - _30x__ . ?2�_ ___- __32__ ____ -- - - - -- -__ -_ -__ — _ - -___ 12' RCP N 32 _- _._30 __- — _ - - - -_ Project Number: -- - - -- - -_- - - - -- _ -- -- - J CURB-INLET CURB INLET _ _ 12' -RCP S- NA 23 _ - -- CURB INLET - CURB INLET - rr 12' RCP S- - NA - 31 MANHOLE _ _CLOSED LID 818.01 TC_ __30' RCP E1W ____ 22 - 30 -- 807.7.4 33 CO - -NC.- END - SECTION - -_ NA NA 30" RCP E 30 OUTLET - - -- - 15" RCP N -26 - -- -- 30- - -- 813.63- - - - - -- - -- -- - - -- - - - - -� - -- - - - - - -- - 2007-039 15" RCP CURB INLET CURB INLET 818.00 TC 15' RCP S 27 _ 25 - - Sheet N0. : 12" RCP N 27 - 25 - i CURB INLET CURB IN - _ - BOX INLET BEE HIVE RCP N g - 25 _- , r __ _ -_- r_______.__T __ -- - ____ __ _� _, 2 of 4 I 15 RCP SW I 29 25 - I i 'Wr - , ,..e 23 25 _ •- 27 29 31 - - 33 E 0 N 1 CD 0 11 -i? O U N 0 cV 6 d C .E Cl- Y 0 0 M 0 N N 'n I In Ln I M x O Lam. m 1 Cn .-) LO I N Z a CL O U U a N 0 Cn 00 Lq Ld CL- m N ci Laud 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: ) I 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; NW Cor. NW 1/4 thence South 00 Degrees 03 Minutes 46 Seconds East 73.16 feet to an S21- T18N -R4E 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 2F- - - - - 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 I Minutes 13 Seconds West 342.20 feet to a concrete monument; thence i 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 I 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 - sTM- � - , TM feet to a concrete monument; thence North 64 Degrees 52 Minutes 19 R WTR --T- WTR Seconds East 72.64 feet to a concrete monument; thence North 84 D 16 M' t 14S d E t 12536f tt t 2a - - - _- - - -- - - - - - - - - - S89' 43'14 "E -. -- .- .-- _. -._.- - - - - - �- - - - - -- �jLl �UL7d11D 9dreed 573.30' � - - --- ------ - - - r "-� 2 11�� �i Z-e - r2 31 rX / I - ----- F�i � w _ ---- -- WTR - -�--._ WTR - �� mo R WTR - -� WTR R WTR -WTR WTR -® EROSION CONTROL FENCE ---� � egrees inn es econ s as ee o a concre a tiYO S88' 9" - N01--I-A-" ' „E -ol000b monument; thence South 82 Degrees 47 Minutes 01 seconds East 198.30 � I" I 1 ♦� 1 ~ -� - � -�-� -�- - --- feet to a concrete monument; thence South 89 Degrees 43 Minutes 14 1s 19 I - ! I 20 I ,�� 5�� �� 91.�J .95 Seconds East 42.72 feet to the Points of Beginning. Containing 11.62 ❑ D S STM ' O --- - 9 I �^� �• -�� acres, more or less. � � U �--.� 15 BSL I I a_ 1 1 Lot • 0.09 Ac. DISTURBED ARES SHALL BE Soils Map C Br Il CrA A IT, I MmB2 Br MmC2 - MmC2 Br A MmB2 �� Street N MmC2 Br e` Br G aSG -11-� 1.1%, r,I M 0 (-� � MmA 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 7 � I ,_ 1 3046 n� oc�1f o�i�a ;� :� _I ��; I . u \ 1 -� -- �, ' �� J,/ Imo` , \, \�-'`J • ` 1� 1� ,- `' , -, t, � r��, - Ri 156th Street % ` - :, � ` - - i / ., q I c �,= j ✓' �, o , � 0 . �+ '1 G - '' `/ - � --i/ :/ I ,'q'­-­,, 1 ,._.f �' �_ ,--. I 1. _ \ l \ ,- _ 1 ". � __ _ / ` _ - __ ... it - ,16 ` \ �-­- -) IN \� - , " (A ,� , . 0 i C. r CA �' 1) , ) �yvo� _ ,r ,, - i , i ,- ° /'rr r J I. 146th Street B M •s 38'; -- '> y > "r`n¢ Ch � - ,. ►� • -� , v� -1j• f _ { -i� _ ) , ' I 7 `i ) �j . . - ` �1- , . ` ,,L2,. Project Location I ", - :; i* � fir! ! I '' I ' I ((,�`\� \ \` I I- 11 j o � i) �' . I' , 1 =- �''tj 1 ti,; , �;o - - ,� S . I �r �. 1 ' ; 1.36th Street sr�Eer . `� °' - t? I �__t� .' I` , �_._ >•:• . % l -- -�- ',. _ / , x;} ` a- ,i r •I 1. Miscellaneous Notes 1. BSL = Building Setback Line 2. D. & U.E. = Drainage and Utility Easement 26 I }mss 1 .W, ♦��. ... ►:•vim:. .... ..{ 01 = WIAWA � 1 6M ❖.•.!.❖ Brookview Properties 146th Street Office Complex Southeast Corner of 146th Street &Gray Road, Carmel, Indiana B Ulmer: Brookview Properties 805 City Center Drive Suite 140 Carmel, Indiana 46032 Plat Prepared For: BrookvieR 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 ffetv Ro *0- "i , ,- I j­w !om I.e 11 � I I 3 Q 1 `� SEEDED WITHIN TEN DAYS -- `' ' / ' ' / " - ' _ I F ,:�� i/ I/ 7 /I 1, / i N T - ! N _ -// `,! /` -` ' '/ /'' // Certification Date: June 20th, 2007 r - / Q� / - -- --.-- / - -- --- - -- --- -------------- - -- - -- -- �, o - / ; / p 1 / / , / , / �� -o �\ C0 z i / �/ s`� / ��` OTT BO �. o // / / / i' / / 2 Gt ST •:'�lr % 1 __--*- ;� I /8 .I L 1 �- O' x 15 129000 Sft. '/ ' �-- < ' / �/, � SLOPES GREATER 4:1 SHALL HAVE SLOPE PROTEC �, q:�' ��' ' �a Ll- �// '/ 1 / N i �. J - ,- / = ' 20100044 I - S Co / / / - c„ G� r G2 ,ilk Sft Lot �i• G A 1 - -- p } i p ,� , . 1.5 c. 1 STATE OF - i!J IAA- �, 1 yam` - - - -- ,' / ; ,- INLET PROTERCTION (TYP) ..... 1 -- / / g s - - -- w ; ' /' / /� / /� / ; 2 1 /, /, / / L /� ❑DA 16 � I / / //� �' 11 ,/ � AK 1 ( General Notea: 14 0 4 / / / / / / / / � STM 1, / /' - � 1 I / s � s /' ; ; / j ' ' / ; / � , ; �„ � A. The purpose of this primary plat is to // 4 / /,/ / / , i/ i �j / / , /i / % '/ / / //, / 0/ / / / /ii' /` '' '; / %j / / i; / 'i / 'PfjOPOS� i /; '; / / ; i ! / ' ; -.)' establish lot configuration for secondary ; I w � ° ��' / /// / , / �/ v " / / /' /, / / / // /," , / / /, //i i / / j / // // / / .o! 1 - L5 °' / /i / / / / / / , f / / // / , / / / / / / /' , / , /'i / / % ° / // ST0 M% E LR / % i' /' platting and ru i g / „ // ; ; , / / ,� /, / / / , �, - , p g const ct on documents of / li V. Lit ",2. ,1' c, / i /, Pki ,p N / -� z 1 a ROPOS - 6, WA EH ° / , /j /i i / /�/ / / / / v 1 / ' , / i ' / // / !% '// /'';/ - common and access areas. Final / // / / // / 9Y / / ; /i'�/ //; / /� / / / / / , �, / , , /, j/ , / ��r,t� ,n 1 /�/ , / / / / /; 1 %i/ /; i , % / i ', /I / , ' / , / , , %/ / - �a ' s`' ' development of the Individual lots may va , 1 m i ! / , / i 'WTR' ' zo 1 but will substantial) comply with the '�� / / / I' i i / Y P Y II. • b / / / • 1 4 / / / i j:' // i / / / % i /,' % / , // j' / , 'iY „ / ' / / I// ,/, j/ i i - �n N90 00 0 E /. / / /' i 4:4 / i ®� N90 4 .04E / 24,3.58, - �i i :N94 00 0 / '2 4 . / 1 development indicated hereon. P ///,(//// / / / / / / / / � / I / // " I/ /, / //\ // ,- V// / /, / / lmq�/ � "//,/,//, , / ' / j , / i , / / / /' 11 /xIY '1 ! B. This ST s B s T Th Ian is mean o provide T o t t o de a final :�T ", '� sTM �• . / / ; P P i / / i ! / 1 i / % i Z / % i ,' /' % i w i / / / i / i /� i / / / O / i�� �, erosion control I r i / n an as d R required re b u 5 ', ' '/ ; ;' /' O Rule :I i / / P q i / / / Y / / :. i, o i �'/ / o / /� / i / / / i / / / i SWC and Carmel �/' D a mel draina e r final / o cn standards. A f a / R i" 9 ' i' / P d 08 TO M' � � ,I CONS ;' / TRUCTION E ,' 1 NTRANCE t , . ,� 1T , c. � »'� o a ; 'i p , ` / and complete e I / '; � %, ,- �;' OP � I to rosion control Ian will '8 / �r?`'?. L ./l P Ep" 8 'SEV1tL' MAIN / i t /' . � j, / i / o 1 / - i /' / / �; / sAN S SAy - / >A�I / / / / SAN , S °o � accompany the subdivision construction I - ' ' ' ' / ' J / // /' "/ / / )AN ' / i / / / / �' , ' - --T-r ' , z 1 documents. This Ian is meant to sho that I I I 10 INLET PROTERCTION (TYP.) / /, / ; ; p w ' r t) '/ i "/' ' / / // ti ti o +y, I erosion will be able to be controlled when the •� y / / ' - / i / d m r Q UUU 000 / / ; '/ /' //' o � SLOTTED RISER I subdivision is developed. Individual lots will `� a I I % /;/ / / / / a` V- / ' 1 j / / , / . / I need to supply additional erosion control plans / ' f- / / when developed. ! (� w ' /' / . CONCRETE WASH OUT - - -- -- , ; /' °l ! ! - - - - -- 1 L 13 � ,.�. / , , / Sri C. As indicated on the soild ma this site ITS - - ; _ - J p, 1 12 M contains - - - - -- - -- - / /' / ns Miami Silt Loam 6% 11 ---- --._.. /I / / , ( ° 12% slopes). - - -- r r f f / This type of soil generally is characterized b I - - - - -- "' - / / y -- - - - -__ __- erode 1 0 // ___ d slopes. The existing sloping condition - -- / �/ 1 . I I In 1 / / / ; ; / will need to be considered when apply erosion 0 PPY / t t , / / a _ t .� , ; , 00 70 1�,GOO Sft. control measures for site construction. i o 00 x,.70 21,GQa �f t. / /i / / i 4/ -- , , / !l . / , ;, / ", I Z I I SLOPES GREATER 4.1 SHALL NAVE SLOPE PROTECTION 1. I ---- -- --___. - -__ -__ / __- I D. The following rosion control measures are 9 . [..-i --Z � I - - / / / , t Ica): Erosion control entrances shall be �, - - -- -- / / / o / � , , YP 11 / O, / / i - __ _ // //• % , , ;/ ♦ based with stone, mild slopes falling away 11 I / // / / I , , , / / C] / from om the site shall /- have slit fences s / , v tee ► / P (( _ _ / , , , ; , , , , ; , / :DISTURBED ARES SHALL BE ' ; /// !/ F�pOD�, slopes (in excess of 4:1) shall have erosion N 1 //, �, ; / SEEDED WITHIN TEN DAYS EYED ♦ control blankets existing and proposed storm U) / / / j ,i / R`I ♦ 9 P P I /, v ♦ 1 �'/ ' , / % i r / /, 5 structures inlets shall have Dand sacks the ♦ � i / / ,' /'; j . ♦ site shall have a concrete wash out streams I �_ ♦` / / , / / / / % / /// 0 and distched shall be protected with ri ra fo ♦ / / / / , P P P f M hLS \\ � '' //,/ '/ %- �i /. /,;i/ � 9� 00� ditch checks, pipe inlets shall be protected /,/ - �5 _ 1 , o ';' % , , ; ; / 1 00 , with slotted risers, and disturbed soils shall RIPRAP DITCH CHECK /'// / i/ / I � � ♦ , , /', ; ;' ; ;/ ; %' ���'' a/ '/,/ ';'�; / „ � � be permanently or temporarily seeded within 1 ♦ � /, ; , i , N90 00 00 E 0 •0 � ten days of disturbance. Other erosion I I 1 DISTURBED ARES SHALL BE I J � Y „ �15 7 r o control measures may be needed and N 1 J SEEDED WITHIN TEN DAYS •28'0 E - - :.� _ EROSION CONTROL FENCE o imposed as inspectors require. I ' m e� N82 � .� - - - v, ° P P q ! 1 ;r, � /�. 244.11 ,o N90'00'00 "E _ � ° a E. This subdivision and the individual lots shall P ° � require an IDEM N01 submittal with final I , / - ( �� M vvo( --� construction plans. _ _ I F \IR Z O ®�, O EROSION CONTROL FENCE ° ° i X ° ° 11loelt A: 4.25 Ac. �- ? l; ?� � ° w ; ,;/ /' , /,,/ HATCHED AREA INDICATES EASEMENT FOR INGRESS, y SEE SHEET 4 FOR EROSION CONTROL DETAILS �' , /"/ // 1/1 EGRESS, UTILITIES, DRAINAGE AND SHARED PARKING LLJ I N \ _ Ic I � � 00 --- - Primary Plat Index O ° Cn Cn •- 04 , ° , 0 0 I. Primary Plat R I o ® ° °° �' 2. Primary Plat - Landscaping ° I a_ EXISTING TREES TO REMAIN ° ° ►° �� 3. Primary Plat - Erosion Control Sheet V) e� 4. Prmma Plat - Erosion Control Details °, y EXISTING TREES TO REMAIN ���' V) 5' BSL o ° 5 BSL - 8��43' 1- ROOKVIE I '43- 14�IIt -- `� S00'03'46 "E ° O ° � 330.00' �° ° -0 -\- 541.57' 9.98' GRAPHIC PROPERTIES PROPOSED 8" SEWER EXTENSION SCALE X EXTENSION APPROX. 950' SOUTH 40 0 20 40 as A _ _ Revision Block ALONG GRAY ROAD - -- - -- - -- -- `�• ""' Rev. No. _ Descri tion _� - -Date T � ( IN FEET ) 1 inch = 40 ft. - SYMBOL LEGEND Structure Data Table D. Scott Bordenet, P.E., L.S. WV WATER VALVE CATCH BASIN • BOLLARD • • •' Structure Type Grate P 9 Pipes Upstream Invert Structure Type Grate P 9 �"- To of Casting stream Downstream To of Castro Upstream Downstream I To of Castro i Upstream Downstream , _� ., 0 P P P Pipes ® Y Invert r r P 9 P I ert St Structure a T e _ or Gutter Connection Connection or Gutter ! Pe _ _ Ph. 317 - 536 -6181 y P Connection Connection YP Grate or Gutter Pi s P Invert -- -- _ - - -- - - -- - - - _ - - - - - -- - - - - - - - - -- - - - - - -- - - -- -- - -- - - - - -- - -- - - - - -- -- - - - - -- ----- - - - - -- -- - - - -- onnection Connectwn o - - -- -- - ---- - -. - -- - - -- - - - -- -- - - - -- _ -- -- - -- - - _ - •r O STORM SEWER MANHOLE UTP TELEPHONE PEDESTAL - Q DRAINAGE STIR. LABEL -- 10 CONC. END SECTION NA NA 15 RCP N 11 OUT NA 21 MANHOLE CLOSED LID -- - - - -- -- - - - - -- - _ Fax. 317-536-6220 _______ -_ - - - -_- Q _-2 _- TC- 30 RCP _ - OFFSITE- 22 810.33 29 BOX INLET _ BEE HIVE 811.45 TC 1 _ - �- - - - -- - - -- - - - - -- -- - - -- -- - - - - -- -- - -, - - - - -- -- - - -- - -- -- - - -_ 5 _ RCP - NE NA 28 1 GAS - - - -- - - - -- FBX FIBER OPTIC HAND HOLE LIGHT POLE 1 I SA TARP STR. LABEL GAS LINE 11 -_- _ _MANHOLE - CLOSED LID _ 810.92 TC 15 RCP /S - 14__i 10 _ i 805.57 22 - T MANHOLE - GLOSED LIQ 824_30 TC 30' RCP E 21 25 809.68 30 MANHOLE 1 CLOSED LID - �- - -- - -- - -- _ - 8902 Alibeck Ct. ❑ N I -+ -- ------------ - - - - -- - - -- - ' - CAS fi ! 12- W_ _ 12 i 10 805.57 � - --� -- --- _ _ 1 30 RCP E�W - -- 25 - - -- 33 Indianapolis, I - -- - --+ -- - - -- - - - - - - - - -- -- - - -- - -- - - - - -- - -_ - x _15 _RCP N -- 23 -- - -- 25 - -- 819.36 - - - - -- - - - - -- . __ - -- -- - - -- - 1 BOULDER - - -- ----- - - - - -- - -- - - - - - -- » - - -- --- -- -- - - - - - -- -- - - - - -- -- - - - -- -------- - -+-5' RCP N -_ -31 - - - 33- 1 n polls, - � IN 46256 GND HAND HOLE WITH GROUND EQUIP. ❑ 4 GUY WIRE - -- 12 -- _ -- -CURB -INLET- CURB INLET ----- TC 12 RCP E1W -_ -13 _.__ ____1� - ___ _ 23 ^CURB - IN_LET_ __ -CURB INLET 823.99 TC_ _ -15 _RCP S_ ___.___24_.__ ___ 22 - 31 CURB INLET CURB INLET - I - " -- -- -- v - - - -- - -- - - - - -- -- -- -- - �__ STM _ " t - STORM SEWER 13 CURB INLET CURB INLET I 12 RCP W NA 15 RCP S 32 30 - - - -- - -- - - - - -- 12 - - - - -- - --- - - - - - -- -- -- 12 -RCP N - - -- - - 22 - - -- - -- -_- -- - - -- - - -- - -- 12 RCP - • -- - --- - - - - -- - - - - - -- - - - - -- - - - - -- - - - - - - -- -- - -- - - -- Pro ect Number. ® ELECTRIC HAND HOLE I UTILITY POLE -STM - - - - -- ---- - - -_.- - - -- -- -- - - - -- _ ___ _ _- _ _ -_�- " -- _ �_- -- -- - _ - N 32 30 - -14 -_ MANHOLE - CLOSED LID 817.77 TC 15 RCP _ 15 11_ __ -- - 810.09 24 -CURB INLET - CURB INLET - - -- - -- 12 RCP S -- NA 23 - 32 CURB INLET CURB IN - _ , UGE UNDERGROUND I _ -- - - -- - -- - - -- -- �- _ 12 RCP -S -- NA - 31 y IRE HYDRANT -� SIGN WTR 15 -- -CURB INLET CURB INLET - -- 816,00 TC- -15" RCP E/W _ __ 16 -_ I - -14 - -I -- - 25 - MANHOLE CLOSED LID 818.01 TC 30' RCP E W 22 30 - _ -_ - -- -_ - -- - -" -- r F - - - - - - - - - - -- - 807.74 33 �- - _ - - - -- - -- - _ CONC. _END SECTION - NA - - - NA - 30 RCP_ E - - - -30 OUTLET__ � - - - -- - - -- - - - -- - - -- - UGE ELECTRIC WATER LINE » + WTR -16 -CURB - INLET _ CURB_IN -LET ----- - -_ - -- 12 RCP E�YV - - -1� - -' t5- -- - - - - -- -- - - " -- - _ 2007 -09 0 S SANITARY MANHOLE ® STOP SIGN - -- - -- - -- - -- - - - - - -- 15� RCP - - -_26 ------- -30 - -- -- 813.63_ - -- - --------- - - - - -- - - - - -- --- - - - - -- - - - -t 7--- -- - - -BOX _INLET _ -- -- BEE. HIVE _ _ --- - _ - -. -- -12" RCP__ E/N - -- -18 _ -_t- _-16 - - - -- - -- - - -- - -- r -I UGT UNDERGROUND - -- -- •- 18_ BOX _ INLET _ BEE HIVE - - 12'_ RCP S E 19 - 17_- _- 26 -CURB INLET CURB INLET 818.00 TC 15" RCP S - - 27 -- 25 -- - - - -- -- - - - - -- -- - - -- - -- - -- - -- - -__I _ __ SHRUB ® IRON PIN - OR - REBAR UGT TELEPHONE _ RIGHT -OF -WAY -19 _CURB INLET- CURB INLET -__ 12 "»RCP E W - 20 t_ 18 =- -- _ - - -_ -- T 12" RCP N_ - 27- 25 - - - ------------ - - - - -- -- - - - - -- - - - - -- - --------f Sheen No. : - - -- -- -- - -- -- - - -- - - - - -- - -- - - - - -- DECIDUOUS TREE ' sv GAS VALVE 20 -_ - CURB - INLET_ CURB INLET _- I 12 RCP W - _ - NA - 19 - _ 27_ CURB INLET T CURB INLET " -- - $AN SANITARY SEWER L - __ -___ _ 12 RCP S NA 26 _ -_ -- - - - - -- PROPOSED FEATURE 1 -- _ -�_ -_ - __- - -�___ -�___ _ _ -- _ _ 28 BOX INLET BEE HIVE - 15 RCP N 29 25 - : "'7o q11 SAN EXISTING FEATURE _--- __ -_ _ . __.__ .. _ _ __._ __. _.._:._. _. _.. - _. - _ - -. _ _. _ _ ________ _ __ ___ -__ _ __ ._ _..__ _ .__ - - -- -. _ ._- + _ .___ -. 1 CONIFEROUS TREE ___.____.__. - - -- -� _ ..__ - -- ____ _--- _. - -__ .__. _ -- _ -_ _._______ ___._ _- _ ____ .- _ -_.__ _.____________. _ -__I----- - -___ ___ _. of 4 GAS MAR K ER - j ! - - - -- - - _- 15' RCP SW 29 25 - I _ _. ___.____ _ -_ -- __ _ _ _ -..__ 7:. g . ,Y 11 _ 13 15 17 _ : 19 t 21 , 23 25 27 ,z • 29 4 t < 31 Z7 33 E ao 0 0 N cl N 0 4- u 0 V) 0 a 3 v N 0 c° E a a� Y 0 0 M 0 N N Co I Ln M M I ao .o I co v7 CL r� a N t0 Z .o 0 U U Q) .L] a .s ao Lq Ld 0 rn b N ci 3 N SILT FENCE SAND BAG 10 MI1 PLASTIC IINING =III III I►I i -III- I ill- SECTION A -A SILT FENCE SAND BAG Cut two (2) rows of slots 1" wide x 12" long ® 15 9/16" O.C.(stagger slots by rows as shown) No. 1 stone ballast filter and seal around riser (typ "Doghouse" R' ro around rcp .ov`l�� \� OUT FLOW Cut -off trench No. 8 stone bededng�un?er / end section (typ.) SLOTTED RISER 48 "dia. min cmp slotted riser overflow elev.= 799.66 Geotextile fabric (wrap around circumference of riser structure before stone placement) No. 1 stone ballast filter and seal around riser (typ.) ibed cmp riser into disturbed soil at least six inches on downstream SLOPE PROTECTION NUMUM s G iG c>J € J� J -- Jr �. 4. .: . .• 1Qrm -15cm cfl �. // 1.) Prepare soil before installing blankets, including any necessary application of lime, fertilizer, and seed. Note: When using cell -o -seed do not seed prepared area. Cell -o -seed must be installed with paper side down. 2.) Begin at the top of the channel by anchoring the blanket in a 6" (15cm) deep x 6" (15cm)wide trench with approximately 12" (30cm) of blanket extended beyond the up -slope portion of the trench. Anchor the blanket with a row of staples /stakes approximately 12" (30cm) apart in the bottom of the trench. Backfill blanket with a row of staples /stakes approximately 12" (30cm) apart in the bottom 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 seed 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 approximately 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 blankets must be securely fastened to soil surface by placing staples /stokes 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 using 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 staple check slot is recommended at 30 to 40 foot (9m -12m) intervals. Use a double row of staples 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: J * 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 B C Slope Vertices to properly anchor the blankets. r 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 USA 1- 800 - 772 -2040 CANADA 1- 800 - 448 -2040 www.nagreen.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) 1.18 400 x 1. Grab Tensile Elongation ASTIR D 4632 x 15 x 1: Puncture Strength ASTM D 4833 kN (lbs) 0.67 15 Mullen Burst Strength ASTM D 3786 kPa 5506 8C Trapezoid Tear StrerKffi ASTM D 4533 kN (lbs) 0.67 150 x 0. tN Resistence ASTM D 4355 x 90 Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 4 Flow Rate ASTM D 4491 1 min rA (gal/min/ft ' 2852 71 Permittivity ASTM D 4491 Sec A 0.90 HI -FLOW DANDY SACK- (SAFETY ORANGE) DANDY SACK TM Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN (lbs) 1.62 365 X 0.89 200 Grab Tensile Oon atlon ASTM D 4632 x 24 X 10 Puncture Strength ASTM D 4833 kN Ibs 0.40 90 Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 450 Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.51 115 X 0.33 75 IN 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 fi I min ft ' 5907 145 Permittivity ASTM D 4491 Sec 4 2.1 *Note: All Dandy Sacks'"' can be ordered with our optional oil absorbent pillows 17 f IFT RAPS OPTIONAL =RFLOW PORTS WPING RAPS ORM (LET 19 RIPRAP DITCH CHECK FEWUQUAM Contributing Drainage area: 2 acres maximum. Dam center: 2 ft. height but at least 9 in. lower than the 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 some elevation as the top of the downstream dam. Overflow areas along channel: Stabilized to resist erosion. Rock size: INDOT revetment riprap. NSULLATION 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. MAKrENANCE 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 Y, 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 STATE OF gravel to bury lower portion of support wire and /or fence fabric. Support Posts: PP 2x2 in. hardwood posts if used or steel posts seta I p ( ) p t east 1 ft. deep. H 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 without wire backing. Fence Height: High enough so depth of impounded water does not exceed 1 )J ft. at any 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 B. strength and containing W inhibitors and stabilizers to ensure 6 mo. XIM111- M!L minimum life at temperatures O'd- 120'F. Maximum Land Slope and Distance for Which a Silt Fence Is Applicable. Land Slope Max. Distance above fence oida ed axwwk of eilt fw" kkatat WM We L& frp /bt up wirV-afr>ped 6ryr�� Filter fabric Post 18 in Compacted soil deep (min.) s% 14 in. 8 in. min. r ) INSTALLATION 8 in. (min.) / wl"'. L V- trench Site Preparation I 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 =UIRQIE 0 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: qreater bearinq strength. 0� 2 -3 in. coarse aggregate Geotextile fabric to stabilize foundation (especially important where wetness is anticipated) 6 in. (min.) 20 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 Consbw bw Entronoe exit Pad With Div Sion midge Where Grade Exceeds 2X Grade > 29 _ 8 in. � � Diversion Ridge 1._ Public Road Geotextile - 111�III _IN It -���_ fabric 11-1 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. SEEDING DETAILS REQUIREMENTS 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. APPUCATION 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 Ryegross 35 to 50 lbs. 5.6 to 7.0 + white or ladino 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 ryegross 10 lbs. + white or ladino clover* 1 to 2 lbs. J. Perennial Ryegross 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 +ladino or white clover* 1 to 2 lbs. Steep Banks And Cuts, Low Maintenance Areas (not Mowed) 1. Smooth Bromegross 25 to 35 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. 2. Tall Fescue ** 35 to 50 lbs. 5.6 to 7.0 + white or ladino 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. Orchardgross 20 to 30 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. +ladino 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 High Maintenance Areas 1. Bluegrass 105 to 140 lbs. 5.5 to 7.0 2. Perennial Ryegross 45 to 60 lbs. 5.6 to 7.0 + bluegrass 70 to 90 lbs. J. Tall 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 7.0 + white or ladino clover* 1 to 2 lbs. 2. Kentucky Bluegrass 20 lbs. 5.5 to 7.5 + smooth or bromegrass 10 lbs. + switch gross 3 lbs. + timothy 4 lbs. + perennial ryegross 10 lbs. + white or ladino clover* 1 to 2 lbs. J. Toll Fescue ** 100 to 150 lbs. 5.5 to 75 +ladino or white clover* 1 to 2 lbs. 4. Tall Fescue ** 100 to 150 lbs. 5.5 to 75 + Perennial Ryegross 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 alternatives to toll fescue, such as buffalogross, 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 )� 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 / /// ® O/I / ► SEEDING TEMPORARY B C SEEDING D © / //I / / /G - -► E oll 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 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 Brookview Properties 146th Street Office Complex ; zi Southeast Corner of 146th Street & Gray Road, Carmel, Indiana B Owner; 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. oida ed axwwk of eilt fw" kkatat WM We L& frp /bt up wirV-afr>ped 6ryr�� Filter fabric Post 18 in Compacted soil deep (min.) s% 14 in. 8 in. min. r ) INSTALLATION 8 in. (min.) / wl"'. L V- trench Site Preparation I 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 =UIRQIE 0 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: qreater bearinq strength. 0� 2 -3 in. coarse aggregate Geotextile fabric to stabilize foundation (especially important where wetness is anticipated) 6 in. (min.) 20 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 Consbw bw Entronoe exit Pad With Div Sion midge Where Grade Exceeds 2X Grade > 29 _ 8 in. � � Diversion Ridge 1._ Public Road Geotextile - 111�III _IN It -���_ fabric 11-1 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. SEEDING DETAILS REQUIREMENTS 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. APPUCATION 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 Ryegross 35 to 50 lbs. 5.6 to 7.0 + white or ladino 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 ryegross 10 lbs. + white or ladino clover* 1 to 2 lbs. J. Perennial Ryegross 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 +ladino or white clover* 1 to 2 lbs. Steep Banks And Cuts, Low Maintenance Areas (not Mowed) 1. Smooth Bromegross 25 to 35 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. 2. Tall Fescue ** 35 to 50 lbs. 5.6 to 7.0 + white or ladino 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. Orchardgross 20 to 30 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. +ladino 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 High Maintenance Areas 1. Bluegrass 105 to 140 lbs. 5.5 to 7.0 2. Perennial Ryegross 45 to 60 lbs. 5.6 to 7.0 + bluegrass 70 to 90 lbs. J. Tall 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 7.0 + white or ladino clover* 1 to 2 lbs. 2. Kentucky Bluegrass 20 lbs. 5.5 to 7.5 + smooth or bromegrass 10 lbs. + switch gross 3 lbs. + timothy 4 lbs. + perennial ryegross 10 lbs. + white or ladino clover* 1 to 2 lbs. J. Toll Fescue ** 100 to 150 lbs. 5.5 to 75 +ladino or white clover* 1 to 2 lbs. 4. Tall Fescue ** 100 to 150 lbs. 5.5 to 75 + Perennial Ryegross 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 alternatives to toll fescue, such as buffalogross, 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 )� 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 / /// ® O/I / ► SEEDING TEMPORARY B C SEEDING D © / //I / / /G - -► E oll 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 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 Brookview Properties 146th Street Office Complex ; zi Southeast Corner of 146th Street & Gray Road, Carmel, Indiana B Owner; Brookview Properties I 805 City Center Drive N\011111 CGO........ z�/ Suite 140 , Carmel, Indiana 46032 4;GI5T No. Plat Prepared For: Brookview Properties STATE OF Attn. Kelli Lawrence .I..• 805 City Center Drive H Suite 140 A. Carmel, Indiana 46032 D Survey Prepared By: Bordenet Design D. Scott Bordenet, PE, LS 8902 Alibeck Ct. Indianapolis, IN 46256 B. 0 1 t N �_ XIM111- M!L (( tIVI "W i W ki I Certification Date: June 20th, 2007 I N\011111 CGO........ z�/ , 4;GI5T No. _ 20100044 STATE OF .I..• 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. 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 1. Primary Plat R 2. Primary Plat - Landscaping 3. Primary Plat - Erosion Control Sheet 4. Primary Plat Erosion Control Details BROOKVIEW r PROPERTIES Revision Block Rev. No. Descri tion _ Date T T - D. Scott Bordenet, P.E., L.S. Ph. 317- 536 -6181 Fax: 317- 536 -6220 - - 8902 Alibeck Ct. Indianapolis, IN 46256 v Project Number: 200'7 --030 Sheet No. 4 of 4 - 31 • 33 9 - f