Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
06090041 Primary Plat Plans Approval Pending Rcv. 9/22/2006 DOCS
J � � CrA U LAUREL LAK � CrA O —I 0 iIN ° C Y o (RESIDENTI z JIV13 � CrA CrA o � NN Br C � (E 10 CrA STCLA UBD III V I P CrA (RE I CrF RO SFI LDS SITE SUB I I � COXHALL GARDEN PARK Br CrA S -1 ZONING —1 ONI (RECREATION) RE IDE IAL CrA A ��Q G���ap SO L S Pvq-ap SCALE: 1"==500' SCALE: 1" =500' II 1 2 3 4 5 6 7 8 � 9 STEFFEE DRIVE i 16 COMMON 15 14 13 12 11 10 � AREA T E2 vvq- 2% P SCALE: 1° =200' - SEC. 33- T18N -R3E 18 pcc) OGv�La�� DOL T EE' [RESIOEM-,T iAL SUBDI ISIO D -E��/E OPEC: G`�DOLa�`�Q LA DEUI DES ID EST. LLB 6522 GUNN HIGHWAY TAMPA, FL 33625 18131 777 -3769 DATE OF SUBMISSION.z 09/22/06 hnei• e I Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 25 KPH DESIGN SPEED 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS REVISIONS: 317- 826 -7200 Fax Home Builder Services DATE: BY: DESCRIPTION: www.schneidereorp.com Interior Design y Land Surveying P T Landscape Architecture 5R Transportation Engineering P g g CERTIFIED BY: ERIC W. BATT, P.E. E —MAIL ADDRESS: ebatt @schneidercorp.com DATE: 09/22/06 SHEET THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: TPG HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER OF CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 9 CHECKED BY: EWB DATE CHECKED: O9 22 O6 (D 2006, The Schneider Corporation JOB No. (6159.001) 1 ■ FILE NAME: R: \6K \6159 \001 \DWGS \P100.dwg INDEX SHEET No. DESCRIPTION P100 COVER SHEET Pi 01 PRIMARY PLAT P102 OPEN SPACE PLAN P103 EROSION CONTROL PLAN P104 CONNECTIVITY PLAN P801 GENERAL DETAILS L101 —L102 LANDSCAPE PLANS L103 LANDSCAPE DETAILS I i DATE OF SUBMISSION.z 09/22/06 hnei• e I Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 25 KPH DESIGN SPEED 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS REVISIONS: 317- 826 -7200 Fax Home Builder Services DATE: BY: DESCRIPTION: www.schneidereorp.com Interior Design y Land Surveying P T Landscape Architecture 5R Transportation Engineering P g g CERTIFIED BY: ERIC W. BATT, P.E. E —MAIL ADDRESS: ebatt @schneidercorp.com DATE: 09/22/06 SHEET THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: TPG HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER OF CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 9 CHECKED BY: EWB DATE CHECKED: O9 22 O6 (D 2006, The Schneider Corporation JOB No. (6159.001) 1 ■ FILE NAME: R: \6K \6159 \001 \DWGS \P100.dwg STREETS CABLE TELEVISION Carmel Street Department Brighthouse Networks 3400 W. 131st Street 3030 Roosevelt Ave. Westfield, Indiana 46074 Indianapolis, Indiana 46218 (317) 733 -2061 (317) 339 -9075 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside indiono 1- 800 - 428 -5200 NOTE The size and location of utilities are per plons and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. r 1 Y4 1 * - �t yE � t co 7 t t 'E r i i A i i { CD o i i r N i 3 € CD ``w Y 3 i t t E � t i E E j t t I �i - i ! t ! E s � E 3 is 3 } t t} 7 I ! ; c t f _ Jrr ti ••� '4. t - 1: 6. SITE IN ZONE X ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM FIRM MAP. 7. THE TOPOGRAPHIC SURVEY FOR THE SUBJECT SITE IS FROM AVAILABLE PUBLIC INFORMATION. Part of the West Half of the Southwest Quarter of Section 33, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of said West Half of the Southwest Quarter; thence South 00 degrees 25 minutes 22 seconds West (assumed bearing) along the West line of said West Half 448.00 feet to the Point of beginning of the herein described parcel, said Point of Beginning being marked by a railroad spike; thence South 89 degrees 46 minutes 23 seconds East parallel with the North line of said West Half 1331.55 feet to the East line of said West Half, said point being marked by a 5/8" rebar with a Yellow plastic cap; thence South 00 degrees 27 minutes 06 seconds West along said East line of the West Half 213.35 feet to a 5/8'' rebar with a yellow plastic cap; thence North 89 degrees 46 minutes 23 seconds West parallel with the North line of West Half 1331.44 feet to the West line of said West Half, said point being marked by a railroad spike; thence North 00 degrees 25 minutes 22 seconds East along said West line of the West Half 213.35 feet t,o the Point of Beginning. Parcel "An Part of the West Half of the Southwest Quarter of Section 33, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of said West Half of the Southwest Quarter; thence South 00 degrees 25 minutes 22 seconds West (assumed bearing) along the West line of said West Half 48.00 feet to the Point of Beginning of the herein described parcel, said Point of beginning being marked Iby a railroad spike; thence South 89 degrees 46 minutes 23 seconds East parallel with the North line of said west Half 1331.75 feet to the East line of said West Half, said point being marked by a 5/8" rebar with a yellow plastic cap; thence South 00 degrees 27 minutes 06 seconds West along said East line of the West Half 210.00 feet to a 5/8" rebar with a yellow plastic cap; thence North 89 degrees 46 minutes 23 seconds West parallel with the North line of said West half 1331.64 feet to the West line of said West Half, said point being marked by a railroad spike; thence North 00 degrees 25 minutes 22 seconds East along said West line of the West Half 210.00 feet to the Point of beginning. PARCEL "B" Part of the West Half of the Southwest Quarter of Section 33, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of said West Half of the Southwest Quarter; thence South 00 degrees 25 minutes 22 seconds West (assumed bearing) along the West line of said West Half 258.00 feet to the Point of Beginning of the herein described parcel, said Point of Beginning being marked by a railroad spike; thence South 89 Degrees 46 minutes 23 seconds East parallel with the North line of said West half 1331.64 feet to the East line of said West Half, said point being marked by a 5/8" rebar with a yellow plastic cap; thence South 00 degrees 27 minutes 06 seconds West along said East line of the West Half 190.00 feet to a 5/8" rebar with a yellow plastic cap; thence North 89 degrees 46 minutes 23 seconds west parallel with the North line of said West Half 1331.55 feet to the West line of said West Half, said point being marked by a railroad spike; thence North 00 degrees 25 minutes 22 seconds east along said West line of the West Half 190.00 feet to the Point of beginning. Part of the West Half of the Southwest Quarter of Section 33, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of the West Half of said Quarter Section; thence South 00 degrees 25 minutes 22 seconds West along the West line of the West Half of said Quarter Section 284.43 feet to the Point of Beginning; thence South 89 degrees 46 minutes 23 seconds East parallel with the North line of the West Half of said Quarter Section 1331.63 feet to the East line of the West Half of said Quarter Section; thence South 00 degrees 27 minutes 06 seconds West along said East line 163.57 feet; thence North 89 degrees 46 minutes 23 seconds West parallel with said North line 1331.55 feet to the West line of the West Half of said Quarter Section; thence North 00 degrees 25 minutes 22 seconds East along said West line 163.57 feet to the Point of Beginning. Containing 5.000 acres, more or less. Note: The acreage indicated in the legal description is solely for the purpose of identifying the said tract and should not be construed as insuring the quantity of land. M., 01 W11 000 Existing Storm Sewer �- New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Proposed Contour Flow Arrow O W pr+- Water Main 000 Ditch /Swale � Tree Line � Tree ASSUMED NORTH SCALE: 1 °= 50 HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CURVE TABLE CURVE LENGTH RADIUS UTILITIES CHORD BRG DELTA C1 1. ALL SANITARY SEWER LINES SHALL BE 8 PVC UNLESS 400.00 100.53 NOTED OTHERWISE. GAS ELECTRIC 154.10 Vectren Cinergy /P. S. I. 2. ALL WATERMAINS SHALL BE 8 NOTED P.O. Box 1700 1441 S. Guilford Road OTHERWISE. Noblesville, Indiana 46061 -1700 Carmel, Indiana 46062 889 °29'58 °W (317) 776 -5535 (317) 581 -3041 QM 3. ALL STREETS ARE TO BE 30' WIDE AND HAVE A 60' TELEPHONE STORM SEWER RIGHT -OF -WAY WIDTH, UNLESS NOTED OTHERWISE. SBC Carmel City Utilities 4. ALL WATER VALVES SHALL BE BEHIND THE CURBS 5858 N. College Avenue 760 Third Ave. SW Indianapolis, Indiana 46220 Carmel, Indiana 46032 AND NOT IN THE STREET. (317) 252 -4275 (317) 632 -9077 x291 WATER SANITARY SEWERS 5. THE BOUNDARY SURVEY FOR THE SUBJECT SITE WAS PROVIDED BY OTHERS AND NOT PREPARED BY THE Carmel City Utilities Carmel city Utilities SCHNEIDER CORPORATION. ANY PORTION OF THESE 760 Third Ave. SW 760 Thrid Ave. SW Carmel, Indiana 46032 Carmel, Indiana 46032 PLANS BASED ON INFORMATION FROM SAID BOUNDARY (317) 632 -9077 x291 (317) 632 -9077 x291 OR TOPOGRAPHIC SURVEYS IS, THEREFORE HEREBY EXPRESSLY EXCLUDED FROM THE WITHIN CERTIFICATION. STREETS CABLE TELEVISION Carmel Street Department Brighthouse Networks 3400 W. 131st Street 3030 Roosevelt Ave. Westfield, Indiana 46074 Indianapolis, Indiana 46218 (317) 733 -2061 (317) 339 -9075 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside indiono 1- 800 - 428 -5200 NOTE The size and location of utilities are per plons and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. r 1 Y4 1 * - �t yE � t co 7 t t 'E r i i A i i { CD o i i r N i 3 € CD ``w Y 3 i t t E � t i E E j t t I �i - i ! t ! E s � E 3 is 3 } t t} 7 I ! ; c t f _ Jrr ti ••� '4. t - 1: 6. SITE IN ZONE X ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM FIRM MAP. 7. THE TOPOGRAPHIC SURVEY FOR THE SUBJECT SITE IS FROM AVAILABLE PUBLIC INFORMATION. Part of the West Half of the Southwest Quarter of Section 33, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of said West Half of the Southwest Quarter; thence South 00 degrees 25 minutes 22 seconds West (assumed bearing) along the West line of said West Half 448.00 feet to the Point of beginning of the herein described parcel, said Point of Beginning being marked by a railroad spike; thence South 89 degrees 46 minutes 23 seconds East parallel with the North line of said West Half 1331.55 feet to the East line of said West Half, said point being marked by a 5/8" rebar with a Yellow plastic cap; thence South 00 degrees 27 minutes 06 seconds West along said East line of the West Half 213.35 feet to a 5/8'' rebar with a yellow plastic cap; thence North 89 degrees 46 minutes 23 seconds West parallel with the North line of West Half 1331.44 feet to the West line of said West Half, said point being marked by a railroad spike; thence North 00 degrees 25 minutes 22 seconds East along said West line of the West Half 213.35 feet t,o the Point of Beginning. Parcel "An Part of the West Half of the Southwest Quarter of Section 33, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of said West Half of the Southwest Quarter; thence South 00 degrees 25 minutes 22 seconds West (assumed bearing) along the West line of said West Half 48.00 feet to the Point of Beginning of the herein described parcel, said Point of beginning being marked Iby a railroad spike; thence South 89 degrees 46 minutes 23 seconds East parallel with the North line of said west Half 1331.75 feet to the East line of said West Half, said point being marked by a 5/8" rebar with a yellow plastic cap; thence South 00 degrees 27 minutes 06 seconds West along said East line of the West Half 210.00 feet to a 5/8" rebar with a yellow plastic cap; thence North 89 degrees 46 minutes 23 seconds West parallel with the North line of said West half 1331.64 feet to the West line of said West Half, said point being marked by a railroad spike; thence North 00 degrees 25 minutes 22 seconds East along said West line of the West Half 210.00 feet to the Point of beginning. PARCEL "B" Part of the West Half of the Southwest Quarter of Section 33, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of said West Half of the Southwest Quarter; thence South 00 degrees 25 minutes 22 seconds West (assumed bearing) along the West line of said West Half 258.00 feet to the Point of Beginning of the herein described parcel, said Point of Beginning being marked by a railroad spike; thence South 89 Degrees 46 minutes 23 seconds East parallel with the North line of said West half 1331.64 feet to the East line of said West Half, said point being marked by a 5/8" rebar with a yellow plastic cap; thence South 00 degrees 27 minutes 06 seconds West along said East line of the West Half 190.00 feet to a 5/8" rebar with a yellow plastic cap; thence North 89 degrees 46 minutes 23 seconds west parallel with the North line of said West Half 1331.55 feet to the West line of said West Half, said point being marked by a railroad spike; thence North 00 degrees 25 minutes 22 seconds east along said West line of the West Half 190.00 feet to the Point of beginning. Part of the West Half of the Southwest Quarter of Section 33, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of the West Half of said Quarter Section; thence South 00 degrees 25 minutes 22 seconds West along the West line of the West Half of said Quarter Section 284.43 feet to the Point of Beginning; thence South 89 degrees 46 minutes 23 seconds East parallel with the North line of the West Half of said Quarter Section 1331.63 feet to the East line of the West Half of said Quarter Section; thence South 00 degrees 27 minutes 06 seconds West along said East line 163.57 feet; thence North 89 degrees 46 minutes 23 seconds West parallel with said North line 1331.55 feet to the West line of the West Half of said Quarter Section; thence North 00 degrees 25 minutes 22 seconds East along said West line 163.57 feet to the Point of Beginning. Containing 5.000 acres, more or less. Note: The acreage indicated in the legal description is solely for the purpose of identifying the said tract and should not be construed as insuring the quantity of land. M., 01 W11 000 Existing Storm Sewer �- New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Proposed Contour Flow Arrow O W pr+- Water Main 000 Ditch /Swale � Tree Line � Tree ASSUMED NORTH SCALE: 1 °= 50 HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CURVE TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C1 100.79 400.00 100.53 N83*1 3'56))W 14 °26'15" C2 154.10 400.00 153.15 S87"02'59"E 22 °04'22" C31 158-871 600.001 158.411 889 °29'58 °W 1510'16" DpDnIWIPIl TAtn rnkAkAI WITI1-c I I I O(1 �� r _1 Z Z1 ti..4 n ttFt S89*21 2-5-,W 1331 =:-36 HAMILTON COUNTY PARK..__8c - 'RECREATION "BOARD ti U V) w z 0 U 0 z �z w 1 � � L_�^/] I ? �i E � t N O P y T.. 1 j O . STATE OF - w ONI DATE: 09/22/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: W zim EVM SHEET TITLE: PRIMARY PLAT � � R: \6k \6159 \001 \dwgs \P101.dwg 'XKU: Tt: \bK \bn9 \Wi \awgs \TitleFi.dwg a a XREF: R:\6k\6159\001\dwqs\G1STopo.dwg XREF. R : \6k \6159 \001 \dwgs \6159TreeLoc.dwg SHEET NO.: ww z �C\2 QM co � CD a a a C) DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: CHECKED BY: zim EVM SHEET TITLE: PRIMARY PLAT DRAWING FILES: R: \6k \6159 \001 \dwgs \P101.dwg 'XKU: Tt: \bK \bn9 \Wi \awgs \TitleFi.dwg XREF: R: \6k \6159 \001 \dwgs\pre1.dwg XREF: R:\6k\6159\001\dwqs\G1STopo.dwg XREF. R : \6k \6159 \001 \dwgs \6159TreeLoc.dwg SHEET NO.: OPEN SPACE CALCULATIONS SITE DATA TOTAL ACREAGE OF SITE = 18.75 ACRES TOTAL NUMBER OF LOTS = 16 PROPOSED PROJECT DENSITY = 1.17 UNITS /ACRE POND AREA CALCULATIONS TOTAL POND "B" AREA = 1.99 AC TOTAL POND "Bn PERIMETER = 1267 FT TOTAL POND "B" BOUNDED PERIMETER = 438 FT POND "B" BOUNDED PERCENTAGE = 35� OPEN SPACE SCHEDULE TYPE OF OPEN SPACE ACREAGE % OF SITE POND 1.29 7% SITE CONSTRUCTION SEQUENCE SITE TO BE CONSTRUCTED AS FOLLOWS: A. INSTALL CONSTRUCTION ENTRANCE AND EROSION CONTROL B. STRIP CUT AND FILL MASS EARTHWORK. C. INSTALL INFRASTRUCTURE INCLUDING STORM SEWER, SANITARY SEWER, WATER AND STREETS. D. INSTALL UTILITIES INCLUDING POWER, TELEPHOIJE, CABLE TV AND GAS. E. FINAL SEEDING AND LANDSCAPING INSTALLATION. I ate ; ___; _.� ASSUMED NORTH SCALE: 1 "= 50 ' HOLEY MOLEY SAYS "DON'T DIG BLIND I" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 11 1 _. 1 A . p r .. - . -: - . _ ry { 5 . - -.. _. - __ -'_ _ T - _ - - _ _ - _ _ - -_ _ _ -_ _ - - _ - _ - __. -._._.�_._____._._._ __ _. - - __..- _ __.__.._- _ _ r _ - - - -- - . I- i i .: .�.- --- - -- - -. - _ _ ....... - - ._. -. - .i i : _-_ - - _ - - - .. ._-_ . : - - - - - ` _. .. _ _- _ _. _ _ _ _ - _ _ _ _ _ _ _ _. - -- - - -_ .. __ - - - - - __. _ _ - _ __ _ __. _ .� _ I _. - - - __.... . -..- -- - _ - - _ - __ - -. -__ -- - - i, ; � f . . .x _ z_ 3 3 F E 1. : , ' -. 3 ? ? - c '. ' - - i 1 - - a 3i - - - _ _ --. - _,. - - F i ? - i ! � . T : : - - - - - i - - - - - _ , , , , i t `�_ , - - 1 - t{. = r :.. _ - i - - i •t { t ; t ! :. �� ; ! r . t 2 t : � •'- ' i• }� : - r - - , _ L A G . - - -' ---.- - --.-- --' __ - --' __ __ -- - - _. _. - j i, i ri� I ji - j', t: : . t ; �- i ?? jt r .? -, j . ._ it - J ''. . J '. j ' - - . I { I f f. i •t' - .. - _ - _' J ,: " : 1 j i : ? t .- -. -. �. . . I --- _ . i i I ! � - .i -. _ i - i r .. ... ' ! . 2 i i. x t- i ` _ .. ' i ? 1 - r 1 1 . ; : j J _ _ -. _ i ''i _ _ -,_ __ - - .____. _ _ _ _ _ __ ._ - -. _ _ _ .._.._.. -- _ _ _ - _ __ - - _ • i ; _ _ _ _ -"-,, _ " _- J -' _ "_ -_- - :� - - _ _ _ -- _ _ - - - __ _ -- - - - _ _ -. . _. - _ _. - - - - - " � � � _ _ __ PUD ZONING - - _ - ........_ --------,..,-. _ - __ _ _ - -.. -__-_ .. _ " _ _ _ _ '__ ___'� __ �__'_ - --. -.-- - F I _ I � i . I .- . � � I 1; = i i �i I ; - ; I -� 1-. ' ,. ...: I - .. .. . ...:...._! .- -, - _ - _ - -- . __.. -_ __.____.__..1 . ..... .. .... _- ._._ - -' -- _. - - - -- - - - __. _ ._.._ -.-_._ __ _ -.- _ _. - - _ _ _..__ _ _ _____' - _ -_ _ _ - _ - _ - -- __� - -_ _ - - __ - . I— --,.----- - -�_ -- ...._.___ __ _ � - -- w � - -. I.----- - .1 _ - ,--,--- _ _. __ _. .,-. ._ - - __ __ __ .i __ - " -,-,- � __ ... ... .. . i't: . . -.. i~ i i i i - ii E t { j i. j _ - __ ..._._.-._..._ _ r _- � � -- -- -- - - ..- -_ -- - -- 1 _ --- -- ...... _..._ ,. - - -..,- • r - _- _ - _ ... --' - _ _ - - '-_.- - _- {i %. 1, ! .1 i _. - � '� ` 1 { . ,. _ - - - _ -- _ - ti f _ _ _ - __ _ 1 -_ - -,, _ _- -. - . -.. - _- _ __ _ _ - _ _ - - - . . - - - ! f _ - O f 1 .: : Z 11 4 A - - -- "- -' -. -. _- _ -- - - _ -- - - 11 1 9 1 __ N8 2 - _ 3. -. __ 13 1 6 - ti = _ _ 1: . 1� I ; . .'t 11 . i .. , J - - 1 , - - t • F? 1 " ; i 1. I w _. _ _ - r _ _ - - - - - - -' - _ . - - 5 L. E. _ ---r - _ 5 LE -- L E -' - -- 20 D. &U.E. .. 5 LE 20 D. &U.E. -- -- 5L .. E 20 D &U E _ I"--- - _ _ - _ - 3 - _ .• E _: - _ _ _ _ I I _ ) - 20 D. &U.E __ : _ -_ - - _ _ _._ _ - _ . 1 _ - _ _ __ _ _ --- __ ._ _ _. _ _ 1. __ - .' _ . -" -_ , -_ . . 1 I - - - - - - - - �� - » . _ ____ �_ - ;- -___' - _ . r ___ Y - _ _ �. -- _ : : . _ _...__ _ .. -- - - -'--- I ___. _ - ... _ 1 - _ - _ - { - _ - ; _ _ - :: - i __ __ ._ _ 9 S 1. i- _ , I - - I.___'__ _- -_ ___ - - ' - _. - _ _ E . •._ _ - : I -_ _ _. L _ .- :r _ -: _. f _ l , . _4 ti _ I _.- : - -- _. I - ". _ w I I �I * _ _ -_ _. - - -. . _ __. _ __ _ __ _ __ __ _ _ _ - _ - -- - - - - _ __ _ �_ _ li _r _ - ., � . I - 1 _ iJ .: '.. .. - F. - - _- -'- - -- _ » _ - 3 : __ _ _ _ - _ _ i , _ _ I I (l/J�' - I -/ a C / / //� / \� i : i .. . I- : - � - I i I -- ..:.- :.- t ` - ii O C'14 W ��: O - I., } _ r I I I I m o - j 41 808 S.F. _ •_ ? __ .__ i _ _ 4 , - .. i? 5 6 6 3 5 _S. F. } I 32)668 S.F. 3 89 3 S.F. 1 3 713 S .F 1 32 448 �.F. 1 - -_ -- 3 49 6 S.F. i 1 I _ i 3 9 7 9 . F. 1 t I I 51 0 1 S.F. - 1 I N o } I _ 1 1 1. t` o o c� ^,^ i { / 1� ? -1 t••1 ,. i - _ _ i {' i. : t� 8 9s / C� �� j 1 I ._..- _ __. E i ? ( . _ x _ _.. _ i t i it -s . _ __ t f { ' i - t •i j CP / i {{ I j ! 't j1 { {k : ff ( ., I I F 1. - r' • ,E s : t ._ i- .�._. tx:_•xr t - ,=ice � -1 _ �: -'' r i' - " _ t -� _ _ w r '3 ' . ;.t 2 x -, z j 3 f; „'_. " "." _,_ - - { = _ I L- I ��_, - 4 0 BL _ 'r -• _ . i - _ . - v -- i _- - - __ -_ � i - r - _ _ It 1 -. - - ... 'i'S -+ - - - � _ / - �. , _ r _ _. D. J __ _ __ � _ r ......_ _ __ 1. I 3f r- E ` I e° �, �: ' r tii _ . t ' �� - -BL 4 _" =0' D.U. & i S.E. - ,= fi} t J �' g� ;r' E ?° �p '. _, F _._..._- 't F 1- / ,r ; 1. j' 4.r - :; I I �C tj j , �� F ', I r- j i. - - - { ; t 6 _ F r _ 4 / fj r1 r -_�J- _t W - [ r -JFx J S.�• E(. .- -_ - r {• O' D•V.W�.4• '�• I . tiE j ` _ 11 - __ is : ._- } J } # i _ -- _ -- -- f % - _ r {I / f {. f ( { # • Y { .11 } ^ ° ( _ `.. : , S %Cry- : �� 11 _ _" -'__ _. _ • z/ \ Jy "I i . -,JJ: r { o i fJ , i i - 'r i t I i N I # 1 EE t ]j! i bi f #' - [ f , 1 !l ; i { _ } { E O F j I i { ' I i ! _ I `j i if 1 1. . f } ( { i i i { ' I ii i i { F { j 1 3 i Ti I I l �' 1 i1 1 f , , I J�1 I { , .I 1 . I i f j 1 {{ < { fjj i } Ctt kl f_{ E- 1j ! i } 1 - i j 4 = { } I 4" U jl r^ ��I z O E { 3 I I i i if ii i li i f � t ! �4 1 i �t t EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BEE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 6. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 8. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 9. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. W 00 =04 11MIN0,11 �) Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Flow Arrow Water Main HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING E21 HATCH PATTERN DENOTES EROSION CONTROL BLANKET BEEHIVE INLET PROTECTION CURB INLET PROTECTION 0 o CONSTRUCTION LIMITS SILT FENCE I ASSUMED NORTH SCALE: 1 "= 50 ' i - UM113 i _ t i HOLEY MOLEY SAYS "DON'T DIG BLIND" 'IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. z CD T• O STATE OF 0 1 II i DATE: 09/22/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: W zim EN SHEET TITLE: EROSION CONTROL PLAN DRAWING FILES: R: \6k \6159 \001 \dwgs \P103.dwg XREF: R: \6k \6159 \001 \dwgs \TMeP1.dwg fir: rc ,\I; iii i-og\w \owgs \prel.owg XREF: R: \6k \6159 \001 \dwgs \ER0S10N.dwg XREF: R:\6k\6159\001\dwqs\G1STopo.dwg SHEET NO.: w wz F9 LO 9z) Qco CO 0 � � Q H Z DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: CHECKED BY: zim EN SHEET TITLE: EROSION CONTROL PLAN DRAWING FILES: R: \6k \6159 \001 \dwgs \P103.dwg XREF: R: \6k \6159 \001 \dwgs \TMeP1.dwg fir: rc ,\I; iii i-og\w \owgs \prel.owg XREF: R: \6k \6159 \001 \dwgs \ER0S10N.dwg XREF: R:\6k\6159\001\dwqs\G1STopo.dwg SHEET NO.: I cn 11i IT Nt VKLLN I �. ID II { ARCHDALE ST z p z PY' F� HOLEY MOLEY SAYS � s ell MANIGUALT ST z �� �, e 1 J BROUGHTON ST 7 a CHARTWELL ST w o? aQ J�,� �-1 . . . rm CONGRESS ST 3 4.�URq 24' OV 5 �� �S OR V) ri 111 5 0 BLIND ►- v� 0 3 a GLEBE ST yF m I_: L--j EZ V) ALCOTT ST Q GLEBE SST O C= 1� T �. GLEBE ST V) 0 L E C t a CRAFTON ST >- S'l W IWILDIv1AN LN V) � t1i x p5� Is GWINNETT ST J Qq 3 a �aFG� H W RyF `v`� d W T = � Z� � '� T y s g o MILFORD ST "IT'S Z T S� � � 5 THE LAW" = WOODLEY ST z w \MEN W 3 � ti� `� CALL 2 WORKING DAYS BEFORE YOU DIG �FN N 1-800-382-5 by ��"� � ��� � Z z RI-i£TTSBURY ST O CALL TOLL FREE m aF �o� PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH ti 0 sTANHOPI; sT WITHOUT NOTIFYING THE UNDERGROUND » > LOCATION SERVICE TWO (2) WORKING SCALE: _ 1 40 0 STANHOPE ST "," DAYS BEFORE COMMENCING WORK. DEDEREK DRDRIVE P CHYVERTON CR (Z) V) pEWWoOK OR LLJ 3 3 TELL AIR ST HOPWOOD DRIVE 0 Ln LLj 2 _ J o TA W j STATE OF _ BURNiA►1 WALK ... ....... el k' 0 AUREL LAKE S I MOW8RAY ST 5 Pak DATE: 09/22/06 O o THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER BLISLAND ST �Sg�t`( ROAD r� , CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT LAUREL 1i BLVD HE WRITTEN CONSENT OF THE SCHNEIDER BLISLAND 5T CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) o U Qz o O J } W J Z � U [n SHAFTESBURY ROAD z rn W LLJ a WNELD DR _ _ - o VI L G S _ �Gp9 BRAEBURN DRIVE IS G r iFEY ROgp qr !� Cn- WPESAP WAY BRAEBURN DiZ a-AY SPRINGS DR r ip z THE SCHNEIDER CORPORATION a� Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 ° Fax: 317.826.7200 LEICHTON COURT SITE . www. sch n eidercorp. com Architecture Civil Engineering LN UROUGH Environmental Engineering Geotechn ical Services W CIS * LIS J a Home Builder Services SADDLE S Interior Design n Land Surveying WHISPERING PINES LN Landscape Architecture ROSS FLDS Transportation Engineering . . . . . .. . .. . .. . .. . .. . .. . .. . .. . .. .. HOMESTRETCH DR COXHALL G C 0-0. DUPSN DR 0 AK V REE 4 w LO O G� C\2 ° Q c° r W ran► n w raT►+ n 116TH STREET Q w � Q C) AR BENTLEY `' LN � CROOKED STICK ESTATES GREYSTOW CT r A DATE: PROJECT NO.: nAN)REWSC>R 09/22/06 6159.001 DRAWN BY: CHECKED BY: zim EWB SHEET TITLE: CONNECTIVITY PLAN OL �Y9 DRAWING FILES: 'R: \bit \bf,*�y \UUl \Cwgs \P104.dwg XREF. R:\6k\6159\001\dw9S\TMeP1.dwg XREF. R: \6k \6159 \001 \dwgs \AREAMAP.d%vg RIDLE UR CROOKED STICK LN Z, SUTTON R. DR T , KINGS CT � � SHEET NO.: ;< Q Temporary Seeding Dates Jan I Feb I Mar I Apr I May I Jun I Jul kug Sep Oct Nov Dec Wheat or Rye Oats Annual Ryegrass Permanent Seeding Date Non - Irrigated* Irrigated Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Dormant PROJECT NO.: 09/22/06 U DRAWN BY: W zim � o � GENERAL DETAILS � � R: \5k \5622 \001 \dwgs \P801.dwg SOIL a a E--q w Seeding ** ME w Salt z CONDITION p "' -` D I I EX11111111A m my p+ Tolerance p N u V,N E ° E �: &_ @ Wiz �+ &_ _ O 4) �°� jt +� Q' �= m m w� Wet or Dr Y Gen. Soil pray z Species Seeding Rate Suitable pH Site Suitability* Irrigation needed during this period. To control lbs/acre lbs/1000 well erosion at times other than in the shaded areas, Creeping Red Fescue sq. ft. Droughty Drained Wet use mulch. * Late summer seeding dates may be extended 5 days Level and Sloping, Open Areas Festuca rubra 2 1 if mulch is applied. 1 1 1 Med. ** Increase seeding application by 50%. 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 S FIGURE 5-3 2. Tall Fescue 25 ** .6 5.5 -8.3 1 1 Red Clover 5 .12 25 -35 12 -18 10 -20 Temporary Seedings 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Kind of Seed 1000 Sq. Ft. Acre Remarks Steep Banks and Cuts Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 4. Tall Fescue 15 Kentucky Bluegrass 25 .4 .6 5.8 -7.5 2 1 2 1 1 1/2" deep Low 1 24 -35 24 -36 5 -14 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Emerald Crownvetch ** 10 .25 Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4 "deep* Lawns and High Maintenance Areas T 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 - 1 Creeping Red Fescue 40 .9 2 15 -20 * Not necessary where mulch is applied. 5 -10 MT Lolium perenne 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 High (Turf Type) 8. Tall Fescue 170 4.0 5.5-8.3 2 1 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 60' RIGHT OF WAY 15' _I_ 30' BACK TO BACK I 15' 5, 9, 2' Q CONC. WALK SWALE 0 C� 13' 2' RIBBON CURB SLOPE 1 /4" PER FOOT MIN LI 1.5" #11 HAC SURFACE --' 3" 5D BASE - 7" #53 COMPACTED STONE SUB -BASE (* ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) 13' �- PROFILE GRADE i 2' RIBBON CURB SLOPE 1/4 71. PER FOOT MIN 2" #8 HAC BINDER ® PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 TYPICAL 30' STREET SECTION. 2' I g, SWALE ol PIPE UNDERDRAIN (TYP) 5' 1' w CON C. Q WALK re IWO Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BEE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 6. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 8. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 9. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. r L� �i r I F�1CiC 01 ;IIP'R' C%5 O c7� w � I WY j O . STATE OF 0 LION DATE: 09/22/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CQ COPYRIGHTED BY THE SCHNEIDER CORP. (2006) THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 09/22/06 U DRAWN BY: W zim � o � GENERAL DETAILS � � R: \5k \5622 \001 \dwgs \P801.dwg SOIL a a E--q w w Salt z CONDITION p "' -` D a=1 z °' m C Cn w m my p+ Tolerance p N u V,N E ° E �: &_ @ Wiz �+ &_ _ O 4) �°� jt +� Q' �= m m w� Wet or Dr Y Gen. Soil pray z a Creeping Red Fescue Festuca rubra 2 1 2 1 1 1 Med. 1 20 -25 12 -18 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10 -20 Poo pratinsis MT Tall Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 Festuca L orundinocea T Perennial ryegrass 2 1 2 - 1 2 Med 2 15 -20 12 -18 5 -10 MT Lolium perenne High Crownvetch - 1 1 2 - - Low 1 5 -10 24 14 -21 T Coronilla varia Red Clover - 1 - 2 - - Med. 1 7 -10 18 5 -10 S S Trifolium pratense Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BEE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 6. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 8. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 9. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. r L� �i r I F�1CiC 01 ;IIP'R' C%5 O c7� w � I WY j O . STATE OF 0 LION DATE: 09/22/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CQ COPYRIGHTED BY THE SCHNEIDER CORP. (2006) THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: W zim EWB SHEET TITLE: GENERAL DETAILS � � R: \5k \5622 \001 \dwgs \P801.dwg SHEET NO.: a a E--q w w z �� a=1 z QCrD � Cn w a a Q z a DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: CHECKED BY: zim EWB SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5k \5622 \001 \dwgs \P801.dwg SHEET NO.: D p � 100' "D- SIDE" BUFFERYARD � 100' °D- SIDE" BUFFERYARD � 100' °D- SIDE" BUFFERYARD � 100' °D- SIDE" BUFFERYARD � 100' "D- SIDE" BUFFERYARD � 100' "D- SIDE" BUFFERYARD � 116' ' ASSUMED NORTH SCALE: 1 "= 30 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 11w- I ON "11: _�> k PERMANENT SEEDING CANOPY TREE ORNAMENTAL TREE SHRUBS PERENNIALS EXISTING TREES CONSTRUCTION LIMITS MULCH LIMITS EXISTING TREELINE PROPOSED TREELINE cfi z (D Cn w DATE: 09/22/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) } THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W wwz �C\2 Qco CD a CL w � Q � z 0 " BUFFERYARD � 116' "D— SIDE" BUFFERYARD i i iii u —�iut tsurrtKrHKU i 0 Q W M Q w 0 A N IT- i ASSUMED NORTH SCALE: 1 "= 30 ' II�11� HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PERMANENT SEEDING CANOPY TREE ORNAMENTAL TREE O � SHRUBS PERENNIALS 4a- EXISTING TREES L-14 CONSiRUC110N LIMITS MULCH LIMITS --- - °— EXISTING TREELINE PROPOSED TREELINE cfi z 0 w DATE: 09/22/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: W ZAB ALF SHEET 11TLE: LANDSCAPE � DRAWING FILES: SHEET NO.: a W � � Q z Q � � w a � w a � � z O DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: CHECKED BY: ZAB ALF SHEET 11TLE: LANDSCAPE PLAN DRAWING FILES: SHEET NO.: = nd (9 2 10,x' 11.0' 16.0' 16.0' 25.0' 1 CMD,O' i �ILLL rtivUt nniUn uuHLL�) Hivu UuLuiviiv�) ZD 5U. H. OF 5161VAUL ANLA COLOR TO BE BLACK. WITH LIMESTONE CAP. BLANK LIMESTONE WITH LETTERS APPLIED TO FACE AND BACKLIT. VVA�� _N SCALE = 1 " =5' DO NOT HEAVILY PRUNE THE TREE AT PLANTING. Amelonchier x grondifolio 'Autumn Brilliant PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT -- LEADERS, AND BROKEN OR DEAD BRANCHES. B & B SOME INTERIOR TWIGS AND LATERAL BRANCHES AR MAY BE PRUNED; HOWEVER, DO NOT REMOVE October Glory Red Maple -- THE TERMINAL BUDS OF BRANCHES THAT B & B 12" on center EXTEND TO THE EDGE OF THE CROWN. Crotaegus phaenopyrum Washington Hawthorn STAKE TREES ONLY UPON THE APPROVAL 1.5 OF THE LANDSCAPE ARCHITECT w SEE STAKING DETAIL 2 + ua; uas Liquidombor styrociflua Sweet Gunn WRAP TREE TRUNKS ONLY UPON THE 2.5 B & B APPROVAL OF THE LANDSCAPE ARCHITECT. QB SEE WRAPPING DETAIL \L1 Swamp White Oak V, MARK THE NORTH SIDE OF THE TREE 2.5 B & B IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. Sterling Silver Linden OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH RING B & B FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1800 MM (6 FT.) DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. GRADE OR 25 -50 MM (1 -2 IN.) -tZ400 MM (8FT.) DIAM. PREFERRED 30" HIGHER IN SLOWLY DRAINING SOILS. � 1 200 MM (8 IN.) 75 MM 3 IN. MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE SOIL IMPROVEMENT DETAILS. 100 MM (4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. I �I I I 0al 6 I REMOVE ALL TWINE, ROPE AND WIRE, AND �i i t=1 i �i i BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. TREE PLANTING DETAIL FOR B &B IN ALL SOIL TYPES L103 scai.e: NOT TO sc >LF REMOVE ANY TWINE OR SYNTHETIC TAPES FROM SHRUB TRUNK REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" SAUCER FILLED WITH 3 "SHREDDED BARK MULCH EXTENDED 6" FROM PIT FINISH GRADE • .r BACKFILL PER SPECIFICATIONS 3 , i 3 EXISTING SUBSOIL OR COMPACTED BACKFILL 12" MIN. SHRUB DETAIL v L103 SCALE: NOT TO SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. 13 MM (0.5 IN.) DIAM. PLASTIC HOSE .ate GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 3- 240 x 40 MM (1.5 x 1. 5 1 N.) HARDWOOD STAKES OR OTHER o APPROVED STAKE MATERIAL 111111 111 11101033 E rm- 0 CD cc ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. THE FIRST STAKE SHALL BE DIRECTLY SOUTHWEST OF THE TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. 2 TREE STAKING DETAIL, TREES 3" CALIPER OR LESS L103 scare- NOT TO scnce 4 GROUNDCOVER DETAIL L103 SCALE: NOT TO scams PLANT SCHEDULE KEY I BOTANICAL NAME COMMONNAME QTY. SIZE COND. REMARKS TREES AG Amelonchier x grondifolio 'Autumn Brilliant ' Autumn Brilliance Serviceberry -- 6' B & B Multi -Stem AR Acer rubrum 'October Glory' October Glory Red Maple -- 2.5 B & B 12" on center CP Crotaegus phaenopyrum Washington Hawthorn -- 1.5 B & B w LS Liquidombor styrociflua Sweet Gunn -- 2.5 B & B QB Quercus bicolor Swamp White Oak -- 2.5 B & B TT Tilio tomentoso Sterling Silver Linden -- 2.5" B & B SHRUB AA Aronio orbutifolio 'Brillion tissima' Brilliant Red Chokeberry -- 30 B & B 12" on center FX Forsythia x intermedio 'Lynwood Gold' Lynwood Gold Forsythia -- 30" B & B 12" on center JC Juniperus chinensis 'Sea Green' Sea Green Juniper -- 24" B & B w RN Rosa x 'Nearly Wild Nearly Wild Shrub Rose -- 5 gal container SB Spiraea x bumoldo 'Anthony Waterer' Anthony Waterer Spireo -- 24" B & B TM Toxus x media 'Densiformis' Dense Yew -- 24" B & B VD Viburnum dentotum 'Chicago Lustre' Chicago Lustre Arrowwood Viburnum -- 30" B & B z PERENNIALS HE Hemerocollis 'Stella D'Oro' Stella D'Oro Daylil y -- 1 Gal. Con t. 12" on center SS Sedum spectobile 'Brilliant' Brilliant Sedum -- 1 Gal. Container 12" on center TWO- WALLED PLASTIC SHEETING OR TREE SHELTER BREATHABLE FABRIC TREE WRAP APPLIED FROM MATERIAL APPLIED FROM TRUNK o TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FLARE TO FIRST BRANCH FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. BIODEGRADABLE BIODEGRADABLE PLASTIC TAPE ° PLASTIC TAPE. APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12 MM (0.5 IN.) GAP BETWEEN THE TRUNK AND THE SHEETING. OPTION 1 OPTION 2 TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WRAPPING. K--�5 TREE WRAPPING DETAIL L103 SCALE: NOT TO SCALE WEST (FRONT) BUFFERYARD 500' OF "B" BUFFERYARD REQUIRED: 6159.001 DRAWN BY: 15 SHADE TREES 15 ORNAMENTAL TREES 75 SHRUBS PROVIDED: 15 TREES 15 ORNAMENTAL TREES 75 SHRUBS SOUTH (SIDE) BUFFERYARD 852' OF "D" BUFFERYARD REQUIRED: 43 SHADE TREES 43 ORNAMENTAL TREES 231 SHRUBS PROVIDED: 43 SHADE TREES 43 ORNAMENTAL TREES 231 SHRUBS 410 LINEAR FEET CANNOT BE PLANTED AS BUFFERYARD PER PANHANDLE EASTERN PIPELINE COMPANY EAST REAR BUFFERYARD 23 OF D BUFFERYARD REQUIRED: 6 SHADE TREES 6 ORNAMENTAL TREES 34 SHRUBS PROVIDED: 6 SHADE TREES 6 ORNAMENTAL TREES 34 SHRUBS 360 LINEAR FEET CANNOT BE PLANTED AS BUFFERYARD PER PANHANDLE EASTERN PIPELINE COMPANY REMAINING BUFFERYARD: REQUIREMENTS ARE MET BY PRESERVING WOODED AREAS ON EAST AND NORTH BOUNDARY ASSUMED NORTH SCALE: 1 "= 30, HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW 15 -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. II" . II�IYIIN 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. 2. ALL SHRUB PLANTING AREAS TO BE COVERED WITH A 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER AND PERENNIAL BEDS SHALL BE COVERED WITH 2" SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ECT. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LINES SHALL BE MARKED WITH HIGHLY VISIBLE PAINT LINES WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO THE BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS PRIOR TO MOVING TO THE JOB SITE. PLANTS MAY BE INSPECTED, APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE CONTRACTOR. 9. LAWNS SHALL BE SEEDED OR SODDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWNS SHALL BE FERTILIZED WITH 12 -12 -12 ANALYSIS FERTILIZER AT A RATE OF 10 LBS. /1000 S.F. AND LIME APPLIED AS DICTATED BY SOILS TEST DONE BY CONTRACTOR PRIOR TO SEEDING. LAWNS TO BE SEEDED WITH MECHANICAL SPREADER AT A RATE OF 5 LBS. /1000 S.F. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST. LIGHTLY RAKE, ROLL WITH 200 LBS. ROLLER. AND APPLY HYDROMULCH (NO STRAW MULCH) AFTER SEEDING. 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS /HER PORTION OF WORK. 11. PEAT MOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 13. WHERE NOTED ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. PERMANENT SEEDED LAWNS AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX SHALL CONSIST OF 34 POUNDS WABASH OR BARON KENTUCKY BLUEGRASS, 20 POUNDS OF KENTUCKY BLUEGRASS, 10 POUNDS PENNLAWN FESCUE, AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGRASS. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED TO BE SEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS AND SODDED LAWNS FOR 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. 16. CONTRACTOR TO SUBMIT UNIT PRICES FOR EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL TOPSOIL FOR LAWN AND PLANTING AREAS WILL BE PLACED BY OTHERS PRIOR TO THE START OF LANDSCAPE WORK. TOPSOIL PLACEMENT IS NOT PART OF THIS CONTRACT. 18. BACK FILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACK FILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACK FILL AT APPROVED RATES. 19. FOR ALL PERENNIAL BEDS, SPREAD 2" OF ORGANIC MATTER OVER THE PLANTING BED AND WORK INTO THE TOP 4" OF PLANTING MIX OR TOPSOIL. z 0 Cn w DATE: 09/22/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: W MRK ALF SHEET TITLE: LANDSCAPE � DRAWING FILES: SHEET NO.: a w w z �� O a Q � z CD DATE: PROJECT NO.: 09/22/06 6159.001 DRAWN BY: CHECKED BY: MRK ALF SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: SHEET NO.: