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HomeMy WebLinkAbout05080042 Civil Construction Plans Rcv. 9/6/2005 DOCSr - 'ems v " - 00' -.2 O w w > � w U > Q w Ln CC 1- o Q °' o o I 1r) a� 9 r' T -r cn cn o_ d N c�1) LEGAL DESCRIPTION -c.-3 o � �o r 621 NORTH RANGELINE > Q i N Ez PART OF THE NORTHWEST QUARTER OF SECTIC,N 30, TOWNSHIP 18 NORTH, RANGE 4 EAST IN �� w °z HAMILTON COUNTY, INDIANA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: 1650 165.0 THE NORTH HALF OF THE FOLLOWING DESCRIBED REAL ESTATE, TO —WIT: 1732 m z X Go U T_ tl.. COMMENCING 52 RODS SOURTH OF THE NORTHWEST CORNER OF SECTION 30, TOWNSHIP 18 NORTH, 173.2 165.0 RANGE 4 EAST AND RUNNING THENCE EAST 1 �? RODS, THENCE NORTH 8 RODS, THENCE 165.0 "'° WEST 12 RODS, THENCE SOUTH 8 RODS TO i --IE PLACE OF BEGINNING C6 � Y ° _ 611 NORTH RANGELINE LITILITIEc) U. N !Ac I ts PART OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 4 EAST IN ----�- - w ,1_. HAMILTON COUNTY, INDIANA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: 6TH ST NW DEPT. OF ENGINES -RING CF -K SHUF PERD ONE CIVIC SQUARE Vc {;TREN dam+ Q " 1650 X15 CARMEL, INDIANA 46032 P.O. Box 1700 THE SOUTH HALF OF THE FOLLOWING DESCRIBED REAL ESTATE, TO —UNIT: 0 � (317) 571 -2441 NOBLESVILLE, INDIANA 46061 -1700 N N N � � 0-4 (317) 776 -5535 COMMENCING 52 RODS SOURTH OF THE NORTHWEST CORNER OF SECTION 30, TOWNSHIP 18 NORTH, Z ►.a GARY HOLT RANGE 4 EAST AND RUNNING THENCE EAST 1/'-") RODS, THENCE NORTH 8 RODS, THENCE OFFICE OF FIRE CHIEF, FIRE STATION 1 GRl-:G HOYES WEST 12 RODS, THENCE SOUTH 8 RODS TO THE PLACE OF BEGINNING z Z o ° N ; TWO CIVIC SQUARE HAMILTON COUNTY SURVEYOR OFFICE CARMEL, INDIANA 46032 ONE: HAMILTON SQUARE, SUITE 146 > Q 0.31 Ac m V ( ) 317 571 -2600 HAMILTON COUNTY JUDICIAL CENTER Q 160.3 178.0 NORLESVILLE, INDIANA 46060 5TH ST NW 5TH ST NE BILL AKERS (317) 776 -8495 1820 165.0 100.0 w !. CARMEL COMMUNICATIONS 3'r 0 0 ° z 31 FIRST AVENUE NW JC: ;N SOUTH � ° n w CARMEL, INDIANA 46032 HAMILTON COUNTY SOIL &WATER CONSERV. � Q (317) 571 -2580 925 DIVISION STREET 0 o o �/ NOBLESVILLE, INDIANA 4.6060 10 65.0 10°.0 (317) 773 -1406 DEAN GROVES j••� 165.0 165.0 CINERGY SCOTT BREWER 1441 SOUTH GUILFORD DEPARTMENT OF COMMUNITY SERVICES '° CARMEL, INDIANA 46032 ONE CIVIC SQUARE ;73.5 (317) 581 -3041 CA?c.1EL, INDIANA 46032 u PAUL PAGE (3 7 7) 571 -2417 / JOHN DUFFY CARMEL POLICE DEPARTMENT CARMEL CITY UTILITIES qq 130 FIRST AVENUE SW THREE CIVIC SQUARE C,ARMEL, INDIANA 46032 CARMEL, INDIANA 46032 (317) 571 -2500 info �/ 1 \1'CINITY MAP M (317) 571 -2648 iOT To SCALE w ALSO: JEFF KENDALL / JIM BLANCHARD �, BRIAN HOUGHTON CARMEL BUILDING COMMISSIONER JONES &HENRY ENE CIVIC SQUARE Cl PROPOSED SIT'= �- FLAN W-4 2420 N. COLISEUM BLVD., SUITE 214 CARMEL, INDIANA 46052 FT. WAYNE INDIANA 46805 (317) 571 -2444 C2 EXISTlimC TOP GRAPHY � ��� C3 DRAINAGE GRADING PLAN E..� w C4 EROSION CONTROL PLAN °� Ll LANDSCAPING, PLAN 0 DRAWN BY: CF",1J CHECKED BY: ALD PROJECT No. 0501-044 SHEET Nc F8 25.93 826.15 1827.15 W v --- T--- T - - -T- - ws- ws-- ws -w:-- UNDERGROUND TELEPHONE ■ TCCN TCGN C3 CINERGY ELECTRIC BOX - E E STREET SIGN E CATCH BASIN D4 EXISTING LEGEND EXISTING WATER LINE ® CURB INLET UNDERGROUND TELEPHONE ■ 8 "x8" AMERITECH PHONE PEDESTAL EASEMENT C3 CINERGY ELECTRIC BOX SETBACK LINE i STREET SIGN CENTERLINE CATCH BASIN D4 GAS VALVE UNDERGROUND GAS MAIN EXISTING CONTOUR UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE ,k�,} VEGETATION UNDERGROUND ELECTRIC LINE ® SANITARY MANHOLE SANITARY SEWER `D'*l EXISTING CATCH BASIN EXISTING STORM SEWER CG EXISTING WATER VALVE EXISTING FIRE HYDRANT ( IN FEET ) 1 inch = 10 PROPOSED LEGEND d ys 767 24" ROLLED CONCRETE CURB PROPOSED SANITARY SEWER SUBDIVISION BOUNDARY ADJOINER PROPERTY LINE PROPOSED STORM SEWER PROPOSED UNDERGROUND ELECTRIC PROPOSED UNDERGROUND GAS PROPOSED UNDERGROUND WATER FLOW ARROW PROPOSED GRADE CURB INLET CATCH BASIN i ' STORM MANHOLE T.O.C. - 829.05' 15" RCP W INV.- 821.87 15" RCP S INV.- 821.97' I I � II I II II \ II N I I II > I I I II ' I I � II II � II II � II ZONtIJ R -3 II II II � II I II 3 ( ( HOLEY MOL EY SAYS II II DIG SAFELY � II I I I i3" I I 0 II I � ' II I I "IT'S THE LAW" II I CALL 2 WORKING DAYS BEFORE YOU DIG I I 1-800-382-5544 I I CALL TOLL FREE I I I PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING; THE UNDERGROUND ' LOCATION SERVICE TWO (2) WORKING I I DAYS BEFORE COMMENCING WORK. II II I II ti II � II I II 3 II II II II 5.50' I I II I APPROPRIA I ( (DEPENDEt I I LOCATION) II II II SITE NOTES 1. It is the contractor's responsibility to verify existing site conditions prior to starting work. 2. The contractor shall be responsible for obtaining or verifying that all permits and approvals are obtained from the respective city, county, and /or state agencies prior to starting construction. 3. Soil borings have not been performed at this time. Pavement design is based on an assumed soil bearing pressure of 1500 p.s.i. 4. Notify Engineer at least 1 day (24 hours) prior to placing any concrete. 5. Areas between curbing, sidewalks, paving and building shall be filled with 4" of topsoil suitable for landscaping. 6. See sheet C2 for exterior concrete specifications. 7. All structures shall comply with A.D.A. 1991. 8. All edge of pavement radii are 5 feet unless otherwise noted. 9. If actin, utilities are encountered but not shown on the drawings, the engineer shall be advised before work is continued. 10. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to Vie engineer. They shall be removed, plugged or capped as directed by the utility company and the engineer. ASPHALT PAVCMENT SPECIFICATIONS The paving contractor shall be responsible for the following: 1. The area to be paved shall be cleared of all rock, debris, roots and vegetation. An approved soil sterilant shall be utilized to prevent the growth of weeds. 2. All soft, yielding or other unsuitable materials encountered during any phase of subgradecone'- ruction shall be removed and replaced with suitable material. The replacement material shol! fill the unstable area for the entire depth of the compacted subgrade and meet the subgrade compaction requirements. The subgrade shall be shaped to the true lines and grade as shown on the plane. 3. The subgrade shall be compacted to 959 laboratory density as determined by ASSHTO Method T -99. 4. The subgrade and finish paving shall be tested by an approved testing company for uniform smoothness, density and grade. 5. Slope pavement 0.759 (MIN.) to insure proper surface drainage. 6. The hot ni, asphalt based may be placed directly on the prepared subgrade in one lift for the base coUf se to the required compacted thickness as specified in local street standards. 7. The hot mix asphalt base and surface shall be placed in one lift to the true line and grades as shown on the plans. The paving mixture shall be placed and compacted at a temperature between 250 F. (121 C) and 300 F. (149 C). 8. The paving: mixture shall be transported to the job site in clean well- covered trucks with smooth dumb beds. The base and surface mixtures are to be placed with self contained, power propelled pari;rs capable of placing the mix to the required dimensions as shown on the plans. 9. Asphalt grade shall be determined by its ability to satisfactory coat the aggregate, resist rutting and remain stiff during high temperatures and sustain freeze /thaw cycles in addition to the considerulaons of anticipated weather, mixing process and curing rate. 10. See details Sheet 5 for pavement cross - sections. 11. All propo,.�d asphalt pavement as shown shall be constructed in compliance with 1NOOT standard spe::.:fications, latest edition. 12. All parkin l striping and ADA areas shall be marked with a durable nonshrink, white point to be approved ! . y the engineer. SITE DATA ZONED B -5 PROPOSED PARKING 14 REQUIRED PARKING 13 FRONT SETBACK 15' SIDE SETBACK 5' REAR SETBACK 20' A i- rii I A I T n.• - AENT IF NES. CONTRACTOR TO PROVIDE I I CONCRETE /ASPHALT ADHESIVE SUBMIT TO ENGINEER FOR APPROVAL 1 1/2" HOT ASPHALTIC CONC. SURFACE COURSE TAC COAT 2" HOT ASPHALTIC CONC. BINDER COURSE 6" No. 53 STONE BASE COMPACTED, WELL DRAINED SUBGRADE LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE NOTES: CONTRACTOR SHALL USE FIBER MESH SUBMIT MIX TO ENGINEER FOR APPROVAL CONCRETE CURB DETAIL r NOT TO SCALE C� 1. WHERE SIDEWALK IS CONSTRUCTED IMMEDIATELY ADJACENT TO CURB, THE SURFACE OF THE SIDEWALK SHALL BE CONSTRUCTED \" HIGHER THAN THE CURB. 2. TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF 1/2" AT 6' -0" SPACING AND 48' -0" BETWEEN EXPANSION JOINTS. (FOR SIDEWALK ONLY) 3. SUBGRADE UNDER ALL CURES, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARDS SPECIFICATIONS. 4. WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPAC -FED IN LAYERS NOT TO EXCEED 6 ". 5. WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY #4 DEFORMED RE -BAR AT 3' -0" o.c. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHALL BE PLACED AT THE ENDS OF ALL RADII AND AT INTERVALS NOT TO EXCEED 100'. CONTRACTION JOINTS SHALL BE PLACED AT. 20' o.c. I I 825.66 I 825.47 825.46 x 825.94 I ,___- \ x 826.61 � / x 828.44 x � \ x 826.85 �_ X_82 7-W- - 29.37 1 I > x 829.18 \ \ \ I STOF&I- MAUUOLE _ � 826.28 `V _ T.O.C. - 825.00' , \ , ! \\ `` `� o > 2y STORM MANHOLE 18' RCP W INV,- 819.84 ! , \ T.O.C. - 829.05 \ 1 15" RCP W INV.- 821.8 15' RCP E INV.- 819.94 -- 1� i �2�, � 825.98 825.60 '- -8 _ � moo`' � \\ 8 , ti 15' RCP S INV.- 821.9: cp 5' SIDE YARD 828.59 - - - - -- / -` 4 82 9 -- �- - - - - -- - - 1 - -- 825.76 - - - -- - \�. - I I825.93 Lx 8.� - -- - 826-&-a 2r, --- - - - --- - -- -------- - - - - - - - - -- - \ ,; - - - - - - - -- 132'1 15" _C ------ - - - -_ _ >_3 = - - - - -- - - -- --- - - - - -- - -- - -------- - - - - -- - - - - -- - - - -- 25.94 ,�' �� \ \I �`� x 82 .86 �' 1�\ - -,�� 1829.05 \ _ . i 826-` - x82 Y � 0_x \ � � � \ - 326 - if x 828 EX STING --o� > L2 G CONCRETE PATIO d ' --- 826.6 Z �i �� i �� �� '' 4>�� 9 t� 3 i ` \ �i' �i' �\ % ! \ 825.80 ��' ' -826.50 I > I 826.30 825.8 I d �\ 826.22 ° °` !l) ► - 3 I I if 4 Q 825.75 Q Q . d x 829.40 I II I � 4 826.21 x 82.77 4 d - I I 4 ,' , , , > , I �S1 Q d d �/ d ,� °� I I l II I Q 825.61 �' REMOVE TREES I' / / , �' 59 6ECTRICAL 826. y6 > H I I I /'METER i 1 J I I I 826.15 x 826.54 -2 i - _ -32b "_ �' -_' v v v -�- v v ---- �'$26.£ 1__ -- - r 826119 X 825 44 I 826.45 V �, _ --REMOVE `L� i , e. s - cAs c�+s cas t�►s -f c,�s cr�s cas- cans I. > 828.913 1 x 826.03 2 ' , 1 ► I I 6 �j , I - � I r - CZ3NR €TE a 28.'�kJ82��34 _ - -'/ PATIO. I ------ I 1 �. 1 , I - - 826.5 x 82(. /d 96; J �\ Q , � 826.86 I if d 8 1 �2 , 9 i \ `` ` "_ - _ //- x �2p.86 x 82 5.75 I Q 825.42 / > I ' d x 8 .70 11 \ ► i i / 1 1 a\ . x 826.91 1 t _ I 1 1 REMOVE FENCE N ! 6 II ' 1 826.30 \ �\ 1 1 !` \� 1 ExlsTl /G,�RavEL DRIYC - \\ .' � �d ° - -82- cc 827.11 i j _ - ---- -- 826.89 \� �� `II 827.3 � REMOVE T \ /! REES I \ 826.70• 1 1 > H \ \\ x 827.2 \826.74 d -- 826---- - - - - - - �\\ N- I I 2i 93 / / I , 827.15 ,� x 827.24 1 i II ` �\\ Q /' x 825.17 t �� 1> 3 / ` 1 it / 1 � Qd .' 1828.83 co 1 x 825.87 N 1 1 5 EXISTING 827. x 8' .71 �\ CONCRETE _,626``` \ PATIO I IIB' ALUMINUM PANEL SCREEN F'RINT 5YM50L COLORS SELECTED BY ARCH. HANDIG,4PPED SYMBOL 1'm" 2" 50.. ALUMINUM P05T FINISH A5 PEA: SPECIFICATIONS FIN15H GRADE EARTH CONCRETE FOOTING -III vo °oo I I I 1I- I I i IN TCON TCON ® CINERGY ELECTRIC BOX 1p•a °o i �0 °0 II -il U .a GAS VALVE UNDERGROUND GAS MAIN I �. ---�\ EXIST1% CONTOUR UNDERGROUND TELECOMMUNICATIONS' Q PROPERTY or R/W LINE ,� VEGETATION UNDERGROUND ELECTRIC LINE a ;o o I I I 010 I Q EXISTING STORM SEWER CC o At H l=Am!"*ft1N'G 51GN NOT ''O SCALE MINIMUM OF (o" TOPSOIL OVER EXCAVATION TO ENS; C 15 RCP W INV. -821 46' 0 826.28 co N 12" RCP SW INV.- 821.71' STORM-M,AUHOLE_ _ N - T.O.C. - 825.00' _ ��\ ' �� STORM MANHOLE 18" RCP W INV.- 819.84' I / - T.O.C. - 829.05 15" RCP E INV.- 819.94' -- r1� j tt �� I 15" RCP W INV.- 821.87 I 825.98 825.60 826-, I 1 6 t 15 RCP S INV.- 821.97 iIl!r -_ I �� t � `�Cp � I 5 SIDE YARD 828.59 1 �t -- -- I -- --`\- - - - _ _ _ _ 825.76 4 82 9 - - -- -- --- - -- _._---- ________ \ _ _ -- L � 500 - _ _ _ _ 32'_- 15" c� r. 4_ 825.93 x - - 1 _ _ _ I - 8�.�5 --.._ -- \8'26: -g -0©-- -- - - ---- ---- �c- 8Z5�- 1--- - - - - -- �-- - - - - -- - -- - - - - - - -- - - - - -- � - - -- - -1 -'� - - - - -_ 1829.Q5 - -- - I_ 25.94 �' \, `� \`� x 82 .86 ----- - - - -,� _ -T - - -I- \ Q I r ox 826- � x 828 2 J �� ,' \\ \\ Bn (� ' LV E.XISTING w CONCRETE - 7 \ \ PATIO Ov ,� ,' �� i 825.80 826.30 \\ �\� /�/ <\\ �` 825.8 I\\ 826.22 ; - I I � �N� i 0 NT T F I a , , t NOTE: 1 I SEDIMENT TRAP SHALL BE CLEANED , v , 825.75 I ,/ / / tt Ir , �� I I 32 OUT WHEN MATERIAL IS 12' DEEP. 4 , , \ , _ , °J / / ► , I I 2:1 SLOPE TRAP SHALL BE INSTALLED WHEN 1 ` a . d i' , ' .' ` l / i I THE CATCH BAS;N IS INSTALLED i OR LESS I - v d ' / / t ; 1 AND SHALL REMAIN UNTIL PERMAN- c ' ° a. // �� /� '` r I , ►) I x 829.aQN ALL SIDES ENT SURFACE A J� %� f I I IS INSTALLED. I 1 d 826.21 ' ° /4/ .77 \1 rr i i I 22 EX15`�ING ONE STORY DUPL�X� ' x r a * / // 621 t &2.5 � RAN � L 1 i / i i tt c d 4 . / / I I I I T. O. C. NEENAH IRON CUTTER I ° d a d 4 2�6 ®2 SQrT. o`��, o./ / �` I I INLET FRAME AND CRATE I 41.4 0// 1 1 t I' I I � 2 I �/ I ► \ \ 1 d a // // i' / / '' �/ i Q d / 1 H I \/\ _1 1 825.61 ,' a�` I t I I I/ 9 ELECTRICAL 8263 1 ,' , /METER ;826.1, C/ I 1 i V' Jx 826. 6 I w- 02 v C826.15 x 826.54 (� � � r _ Q - '°'." `_- �� U� r- '�, 0 , / 826!19 /x 825 44 826.45 1 - _ �- , , , � GAS - i GAS CAS -/-r GAS -� GAS GAS GAS c�►s 828.913 1 I� LLI ` ` ` ` ��6 X 826.03 ! r�28.� 1824. 34 I i 6 / _ -- 6 rb N 826.5 x 82 , x 829. _` / ' / / 25• 1 i� 1 )C-82Q.86 X 826.86 / �t �_ - _ _ , _ • ' ' __ - ' - ' I _ - _ r ' ' I I I ` . INVERT R. C. P. t t t x 826 2fi i r / r H x �2p.86 - ��6 9 5 t / , �_ 827/ 9 0 I / 3 �- - - - - - - °- • ► t .' .'� x 829.69 `� \` \tx 825.75 / � I ` �- I I • . •. ' .. • . �� I d I i i r - - - - -- .29.8 \t� x 825.4 o ol g2 25► - t I / / , t I I *3 BARS 12' O.C. I / / / / tY_ tt I �o' US� QED STONE BEDD INCA I x 826.91 GR t � �_ � I 1 I � / H q' �� 1 EXI5TII G GfRAVEL DRIVE ; , 826.30 i /;1 x 826.11 x \�26.96 ' I I NOTE: U5E INDEPENDENT CON:GRETE PIPE CORP. INLET TYPE A I i 1 r 828 - I I E OR EQUAL. t 82 I 1 CA I cow I NOT TO 5C.ALE _ / � i ' - ---- ---•.• // 827.11 827.3 I ( t - 826.89 � R 826.70`\ _I ' H \ CP 3 II Q� 00000000 826.74 \ \ / � x 827.2 �� �- d �i ` 8 2 6 - $r),5 _..._CATCH BASIN\ N I 1 I Q QE7 0000❑❑❑❑ \� / T.O.C. - 825.x.0' I I ®QnQQ�, 0000 0000 1 / x 825..7 ` " �Go �� 2 93 1 0 ��\ v /' SEE DETAIL ON \THIS S EE , a v Q I I �Q�O 00000000 � \ \ ° ' t 828.83 �j ❑0❑❑❑❑❑❑ EXISTINCx TWO STORY NOt,hSE ° d '. r -' O/`� 611 N. I \� x 825.87 N t 1 .' u O 00000000 r RAC�NELNE a t - �i I 0000000❑ � 5 i 1,314 SQ. FT. \` EXISTING ! 827.15 � - s 827.1 x 817.71 \�� CONCRETE 826 �/' , '% �/� I I NEENAH R -25E4 OR EaLIAL I ' x 827.24�`�` PATIO d , I / I I ` _ � / I ( NEENAH R -34 J5 OR EQUAL � F.F.E. - 829.13 i�\ ° -,, x 85.7 �, ; ,','' T.G. ELEV� .. a Q` I ( i PAVEMENT 1 0. 3, Ob T.C. ELEV. / � v 1 i ENCLOSED ELECTRICAL \\ d v �- v \�� ,� ` ��� 1 �� ' ►', ;,. :. : < !' J a v � 3.4' CON C. WALK I CONCRETE METER v .L I z =02 6 i - PORCH 826.71 v _ _ _ Ova 1 X'gl 7.66 \our rl _ - - -- �� ` v_�v a�6�y0 oo-- -p °`' 6 ,_ t' I I /� C $ I I I BEEHIVE PAVED AREA 828 _ \ ' /' /J- -- - - _�i � _ � \OU \ - - -` \��1 SIDE YAR�, /W�' � \� , /�/ y ``J ` \ '' � - - - - - - x - - - - - - I I 1 82 27.94 1 I��dr �' C 16 9,aA FITS BELL ON 24, RC - - - - -- - 829 --- - - -___ _ - -o'< �„�° , ' x 828.0 1 .. 0.,� /In -_ � - - - - -- 8 2 7 -- ENO SCALES DRAINAGE & GRADING NOTES ---- - - - - -- AI I 16. EXTRA STRENGTH REINFORCED CONCRETE PIPE TO BE PLACED UNDER PAVED AREAS AND A MINIMUM COVER OF 1. EXISTING TOPOGRAPHY TAKEN FROM PIERS & ASSOCIATES, INC., DATED AUGUST 24, 2005. 24" SHALL BE MAINTAINED. 28. MINOR ADJUSTMENTS TO THE GRADES MAY BE REQUIRED TO EARTHWORK BALANCES WHEN MINOR EXCESS 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. 17. STORM WATER SEDIMENT TRAPS SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIn,,ENT AND MATERIAL OR SHORTAGES ARE ENCOUNTERED. IT IS RECOGNIZED BY THE PARTIES HERETO THAT THE CALCULATIONS OF THE ENGINEER IN DETERMINING EARTHWORK QUANTITIES SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE AMERICAN AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. SOCIETY OF CIVIL ENGINEERS STANDARDS FOR SUCH CALCULATIONS. FURTHER, THAT THESE CALCULATIONS ARE 3. ALL GRADING /E'ARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND SUBJECT TO THE INTERPRETATIONS OF SOIL BORINGS AS THE PHYSICAL LIMITS OF THE VARIOUS SOIL TYPES, ALSO THE REQUIREMENTS. 18. THE ABOVE PROPERTY DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN (ZONE *) PER FEMA FLOOD INSURANCE ALLOWABLE VARIATION IN FINISH GRADE AND COMPACTION PERMITTED THE CONTRACTOR, AND THAT ALL OF THESE PARAMETERS RATE MAP, PANEL N0. 18057CO207F, EFFECTIVE DATE 2 -19 -2003. MAY CAUSE EITHER AN EXCESS OR SHORTAGE OF ACTUAL EARTHWORK MATERIALS TO COMPLETE THE 4. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY PROJECT. IF SUCH AN ACTUAL MINOR EXCESS OR SHORTAGE OF MATERIALS OCCURS, THE CONTRACTOR SHALL THAT WILL MINIMIZE SOIL EROSION. 19. ALL PROPOSED GRADES SHOWN ARE TOP OF PAVEMENT OR GRADE UNLESS OTHERWISE NOTED. CONTACT THE ENGINEER TO DETERMINE IF ADJUSTMENTS CAN BE MADE TO CORRECT THE IMBALANCE OF EARTH. 5. ,A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED AT EACH POINT OF ENTRY TO OR EXIT FROM THE 20. REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD ANDSURFACED AREAS. REMOVAL OF SITE ALONG RANGELINE ROAD AT THE EXISITNG ENTRANCE ENTRANCE. TREES OUTSIDE THESE AREAS SHALL ONLY BE DONEAS NOTED ON DRAWINGS OR APPROVED BY THE OWNER. 21. GRADING / DRAINAGE PLAII 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AS ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM T HE TREES SHALL BE BURIED ONSITE OR REMOVED TO DISPOSAL AREAS . AREA SHALL BE STABILIZED QUICKLY AS PRACTICAL WITH TEMPORARY SEEDING PER AMOUNTS SHOWN ON SHEET C4. OFF OF THE SITE. DISPOSAL BY BURNING SHALL NOT BE PERMITTED UNLESS PROPER PERMITS ARE OBTAINED (WHERE APPLICABLE).THE LOCATION OF ON SITE BURY PITS SHALL BE DESIGNATED BY THE OWNER OR THE GRAPHIC SCALE 7. SEE SHEET C4 FOR EROSION CONTROL NOTES AND PLAN. ENGINEER. 10 0 s 10 20 40 8. PRIOR TO CONSTRUCTION OF ANY PERMANENT STRUCTURES, ALL TOPSOIL AND ORGANIC MATTER, FROZEN, WET 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING SOFT, LOOSE, OR UNDESIRABLE SOIL SHALL BE REMOVED. TOPSOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF SIX TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTINGTREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE INCHES (6 ") OR AS NECESSARY TO REMOVE ORGANIC MATTER IN THE AREAS TO BE OCCUPIED BY ROADS, WALKS AND BOXED, FENCED OR OTHERWISEPROTECTED BEFORE ANY WORK IS STARTED; DO NOT STOCKPILE WITHIN BRANCH SPREAD. ( IN FEET ) DESIGNATED BUILDING AREAS. REMOVE INTERFERING BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT. 1 inch = 10 ft. 9. TOPSOIL SHALL BE SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER ANY 23. REMOVE ALL ORGANIC MATERIAL FROM THE AREAS TO BE OCCUPIED BY BUILDINGS, ROADS, WALKS AND PARKING CONSTRUCTION AREAS OR FUTURE EXPANSION AREAS. AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. PROPOSED LEGEND EXISTING LEGEND TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS, WEEDS, GRASS, STONES, ECT. 10. STORM SEWER STRUCTURES SHALL COMPLY WITH CURRENT SPECIFICATION OF THE CITY, COUNTY AND ALL AGENCIES IN RESPECT TO DESIGN AND QUALITY OF CONSTRUCTION. GRANULAR BACKFILL SHALL BE REQUIRED UNDER 24. AFTER COMPLETION OF SITE GRADING AND SUBSURFACE UTILITY INSTALLATION, TOP SOIL SHALL BE REPLACED IN •1■-. �..�.�. 0 9 5W STORM INLETS ---------- I' CONTOUR LINE 0 WELL ALL PAVEMENT AREAS AND WITHIN 5 FEET OF THE EDGE OF PAVEMENT AREAS. AREAS DESIGNATED ON THE EROSION CONTROL PLAN FOR SEEDING AND / OR SODDING. ANY REMAINING TOP SOIL PROPOSED SANITARY SEWER ® STORM MANHOLE _ 5' CONTOUR LINE wv SHALL BE USED FOR FINISHED GRADING AROUND STRUCTURES AND LANDSCAPING AREAS. PROPERTY BOUNDARY ® TELEPHONE MANHOLE - OUL- -OUIr- OVERHEAD UTILITY LINES ACCESS X WATER VALVE O WATER 11. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C -478. - - ADJOINER PROPERTY LINE COVER © TRAFFIC Tv UNDERGROUND w METER 25. CONTRACTOR SHALL PERFORM ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO MANHOLE TELEVISION -' - - _ = PROPOSED STORM SEWER ® WATER MANHOLE E JNDERGROUND ELECTRIC GAS VALVE 12. TRENCHES SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE BRING ENTIRE PROJECT AREA TO GRADE AS SHOWN ON THE DRAWINGS. �--- -� PROPOSED UNDERGROUND ELECTRIC QS SANITARY MANHOLE oa GAS METER PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT. UNDERGROUND TELEPHONE -� w- PROPOSED UNDERGROUND GAS o CO CLEAN OUT �-o- SIGNS 26. ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS ABOVE THE F 1 F13 JNDEiGROUND FIBER OPTIC V -V PROPOSED UNDERGROUND WATER 7l�( AREA LIGHT ® MAILBOX 13. TRENCHES SHALL BE SHEETED AND GRADED AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. :UNDERGROUND '�'�' ►�- FORCE MAIN --- FLOW ARROW - -- PROPERTY or R/W LINE ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH O.S.H.A. STANDARDS TO PROTECT WORKMEN. ALL BANKS AND OTHER BREAKS IN GRADE SHALL BE ROUNDED AT THE TOP AND BOTTOM. .o� UTILITY POLE WITH RISER a JNDERGROUND GAS LINE 767 PROPOSED GRADE - CENTERLINE ■ UTILITY PEDESTAL v JNDERGROUND WATER LINE SETBACK LINE 14. THE SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE 27. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO START OF CONSTRUCTION. IF AN - - - - -- PROPOSED WATER VALVE ELECTRIC TRANSFORMER CHAIN -LINK FENCE - - - - -' - EASEMENT UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER ADA SPACE ® CONDITIONING UNIT - - - - -- WOODEN FENCE 0 EXISTING IRON PIN FOUND THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. HYDRANT SEWER LINE a © BENCHMARK 15. ALL FILLED PLACES UNDER PROPOSED STORM AND SANITARY SEWER LINES AND/OR PAVED AREAS SHALL BE / TREE, SHRUB _ i = -- UNDERGROUND STORM SEWER � SOIL BORING COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED AASHTO T -180 COMPACT TEST OR 95% OF EDGE of WOODS FLOW LINE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T -99. 1f i1 WOVEN -WIRE FENCE I I I I I I I I I I I I I I I I I I .I t I I I ALL SILT FENCES ARE TO BE PLACED AT TOE OF SLOPE < PERIMETER OF GRADING AREA EXCAVATE 4' x 4' TRENCH UPSLOPE ALONG POSTS - _z 0 N SILT FENCE SHALL BE INSTALLED BEFORE EARTH i"10VING ACTIVITIES TAKE PLACE AND SHALL REMAIN UNTIL PERMAN- 30' MINIMUM HE FENCE POSTS ENT SEEDING HAS TAKEN HOLD.. CONTRACTOR SHALL INSPECT FENCES DAILY TO INSURE SEDIMENT IS NOT ENTERING WATERWAYS OR SEWERS. ATTACH FILTER FABRIC TO WIRE FENCE t EXTEND IT INTO TRENCH STAPLE WIRE FENCING TO FENCE POSTS BACK FILL < COMPACT EXCAVATED SOIL GRADE INTO TRENCH) X X NOTES: 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. SILT FENCE DETAIL NOT TO SCALE INSTALL (4) 6' STEEL FENCE POSTS POSTS SECURE POSTS TO INSIDE OF PANEL OE15RIS C NOT TO SCALE LJ Li loo" IRE MESH )ASKET -ALL SILT CE MATERIAL IESH POSTS PROPOSED LEGEND a4�� STONE BAG DAM At RIP -RAP SWALE • • "'• SILT FENCE LANDSCAPING SEEDING BLANKET (EROSION CONTROL BLANKET) j PERMANENT SEEDING TEMPORARY SEEDING RIA DEBRIS GUARD EW)SION CONTROL PLAN- GRAPHIC SCALE Z \ ?\\ 10 0 5 10 20 I I 3 { I i ' JI � II it I 5 I � II II I� ' II a II II I I I II � II II II N 3 II I I I 1 (I 00 00 I N I II II ' rl I � ' II II /I II II � II II j1` I I II P II II II II ' II ( IN FEET ) 1 inch = 10 ft. 40 EROSION CONTROL NOTES 1. By graphic plotting the above described tract does not lie within a delineated Wetland per U.S. Department of Interior Wetland Inventory Map, of the Carmel quad effective date 1988. 2. Potential Site runoff will be discharged to a municipal storm sewer, owned by the City of Carmel, with the ultimate receiving water being Little Cool Creek 3. The contractor shall identify any locations of all areas where stormwater may be potentially discharged to groundwater, not noted on these plans. These areas include sinkholes or uncapped abandoned wells, which may be located on the project site or downstream of the project site and could potentially be impacted by stormwater discharge. It could also include stormwater infiltration practice such as drywells, which may be planned as part of the project. These areas need to be clearly located on the approved plans maintained by the contractor on -bite, with adequate protection measures to prevent contaminated runoff from entering the groundwater. Abandoned wells should be properly capped. 4. The above property does not lie within a known Flood plain (Zone C) per Fema Flood Insurance Rate Map, Panel No. 180261-0005, effective date 8116/82. 5. See Existing Topography plan For Adjacent land use, including upstream watershed. 6. See Existing Topography plan For Identification of existing vegetation. 1. See Grading/Drainage plan for location and approximate boundaries of all disturbed areas. 8. See Csrading /Dra Ina ge plan for location of proposed soil stockpiles, borrow and /or disposal areas. 9. The following are potential pollutant sources and may include material and Fuel storage areas, fueling locations, exposed soils, leaking vehicles and equipment, ect.. The contractor shall locate any and all fuel storage areas or fueling locations at a high point on the site. The containment of all hydrocarbons shall be done in such a way to prevent the fuel from entering any water course by gravity. Contractor shall maintain proper containment for any of the above items and all other contaminants as recommended by 051ER or MSS sheets. 10. The project site owner or their representative, knowledgeable in erosion and sediment control, shall inspect the site for stormewater pollution prevention deficiencies at least weekly and again within 24 hours of every 1/2 inch rain event. 11. Stormwater discharge will leave the site at North East corner of the subject real estate. 12. The hydrologic unit 14 digit For this project is 05120201090030. 13. It is necessary for the project site owner to possess permits applicable to his/her project to receive approval of their plan pursuant to 321 IAC 15 -5. 14. Contractor to verify all existing conditions prior to beginning work 15. All grading /earthmoving work to be done in strict accordance with all State and Local Codes and Requirements. 16. Land alteration which strips the land of vegetation, including regrading, shall be done in a way that will minimize soil erosion. 11. The duration of time which an area remains exposed shall be kept to a practical minimum. The area shall be stabilized as quickly as practical with temporary seeding per ar,ounts shown in Note 01 and with erosion control blankets on all slopes and areas shown. 16. Permanent and final vegetation or structural erasion control devices shall be installed as soon as final grading is completed For each drainage structure or excavation. 19. Surface water shall be diverted away from the _project area wherever possible. As earthwork construction progresses, the contractor shall take care to avoid creating any f.iadvertent run -ofbe divertbe divertf accumulation. At the end of each workday, the contractor shall survey the sits and r _eke any necessary earthwork adjustments to insure proper drainage and avoid potential hazards to adjacent landowners. 20. All permanent slopes shall be seeded L ith a n, . ture of mulch (30� 00 0) 1000 lbs. 12 -12 -12 fertilizer per acre, and red fescue at the rate of 40 Ibs, per acre, and 40 lbs. biue gr: per acre From March I to May 15 and August 10 to October 15. ing a 21. All sediment control measures shall be instaliec, prior to cleaning and grubbing operations and shall be maintained until permanent ground cover is established. 22. All sediment control measures shall be perform-,,d in strict accordance with the plans as approved by the Hamilton County Soil 4 Water and the City of Carmel. 23. The Contractor shall provide adequate erosio+i protection measures during construction such as, but not limited to: Siltation basins, Silt traps, Straw bale dams, Soil Cement, Mui;h and Seeding, Soil Stabilization Fabric, and Jute Netting. 24. Erosion control blanket by 'North American Gre.:n' (or equal). Anchor all erosion control blankets as required per manufacturer North American Green 'S 150 BN' 10096 biodegrad_ble (48' Long) Staples shall be li gauge U- shaped, 6' long, and minimum I' crown. Drive staples vertically into ground and use (4) staples at ends of roll. For slope installation, staple along length of roll at (o Foot intervals. For Swale liner, staple along length of roll at 4 Foot intervals. Another row of staples shall be placed in the center of the blanket alternately spaced from staples at each side of row. 25. Any grades established between May 15 to August 10 shall provide temporary seeding consisting of 40 Ibs. per acre of annual rye grass. 26. For any seeding that takes place between October 15 to March 1, either rye or wheat may be substituted and spread at 3 bushels per acre. If grains are used they shall be cut at the time of permanent seeding. Cover seed with mulch I - 1 -1/2' deep. 21. IF temporary seeding is established prior to permanent seeding, the mulch may be eliminated except for exposed areas. 28. The proposed post construction water quality reasures for this site include the front and rear water quality swales and connected storm sewers or swa les. 29. The owner is responsible for maintaining the integrity of the water quality swales. This includes but is not limited to removing any accumulated silt, removing of rubbish, properly maintaining all landscaping in and around the water quality swales. atf O W LIJ U) w U Ln a 0 1 I O 00 IM Cn CO -AF-771 I - t3 ti yJ M •� O � O rn w o co Q 1 N Z .- O Q LO -q- LJ -J Z r` w U 2 Z . o o Q v�Ua� w zC,2 o Z CAI w E---+ PL4 o C\2 U CQ Z W 0l V 1� V oCQ xCO �w0 zo Z PQ� ® �-� 0 U QA w �w eL co Q V DRAWN BY: CPW CHECKED BY: ALD PROJECT No. 050'1 -044 SHEET No. C it ANHOLE 6.93' .17.06' 17.16' O STORM MAI T.O.C. - 8 15" RCP W 15" RCP S I aN L7 I I I II I i � II I S I ( II it I II II II II II �I II II II I� II II II II II I I II II II II II II (I II II I ( II I� II II �I II II II II II �I II II II (I II II it II II �I I� II II II II II II II II it II TREE AND 8141;U5 I:'LMTING SCHEDULE KEY SCIENTIFIC NAME COMMON NAME 51ZE ROOTING QUANTITY EA EUONYMUS DWARF WELL WET ALAru 'COMPACTA' BURNING BUST - lg� BALL 4 BURLAP 18 5M ACER s 'LEGACY' 'LEGACY', SUGAR 2' cal. BALL 4 BURLAP 3 MAPLE TALL FESCUE 35 0.8 5.5 -8.3 2 TA:yCUS x m TY VEN51FORM15' DENSE YEW 24' BALL t BURLAP 21 PG PICE,4 NORWAY KENTUCKY BLUEGRASS 15 0.4 A5IE5 SPRUCE 10-12' BALL 4 BURLAP � c"rrn , J#%*-i-t ir% NOT TO SCALE "I'vi 0 mok 211 RIOL �b 12 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC T / JON- - RRIC4TED RRIGNTED )ORh ANT IKRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS. c�rrnik 1 #0% r..%8 p it .. NOT TO SCALE EVERGREEN TREE- GROUND LINE TO BE SAME AS EJIISTED 0 NURSURY GARDEN HOSE (3) GUYS OF 10 g TWISTED WIRE 120- APART AROUND TREE 4" SOIL SAUCER 2" x 2" x 24" STAKE DECIDUOUS TREE - PRUNE BACK I" ON- SITE & SPRAY W/ ANTI - DESICCANT PER MANU. (RECOMMENDATIONS - 2 \" - - 10' LONG CEDAR STAKE W/ 3' MIN. EMBEDDMENT (2) PER TREE 2" MULCH MIN. BACKFILL W/ TOPSOIL & PEAT MOSS 3:1 RATIO IN 9" LIFTS, SATURATE EA. LIFT NOTE: WRAP DECIDUOUS _ , a6, OVER 1 " - W/ BURLAP 2x BALL DIAM. PLANTING DETAILS FOR TREES & SHRUBS NOT TO SCALE LANDSCAPE PLAN � GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. • yT s PERMANENT SEEDING WELL WET SPECIES Ibs. / Ibs. / SUITABLE DRY ACRE 1,000 s.f. PH DRAINED 1 - LEVEL /SLOPING OPEN AREAS 1 TALL FESCUE 35 0.8 5.5 -8.3 2 1 2 TALL FESCUE 25 0.6 5.5 -8.3 1 (RED CLOVER) 5 0.12 KENTUCKY BLUEGRASS 15 0.4 5.5 -7.5 2 1 CREEPING RED FESCUE 15 0.4 STEEP BANKS TALL FESCUE 15 0.4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 0.6 TALL FESCUE 35 0.8 5.5 -8.3 2 1 EMERALD CROWN VETCH 10 0.25 LAWNS / HIGH MAINTAINANCE AREAS L KENTUCKY BLUEGRASS 40 0.9 5.8 -7.5 2 1 CREPING RED FESCUE 40 0.9 C PERENNIAL RYEGRASS 170 4.0 5.8 -7.5 1 TALL FESCUE 170 4.0 5.5 -8.3 2 1 2 1 = PREFERRED 2 = WILL TOLERATE TEMPORARY SEEDING KIND OF SEED PER 1000 sq. ft. PER ACRE REMARKS WHEAT OR RYE 3.5 Ibs. 2 bu. COVER SEED 1 " - 1 1/2" DEEP SPRING OATS 2.3 Ibs. 3 bu. COVER SEED 1 " DEEP ANNUAL RYEGRASS 1 Ibs. 40 Ibs. COVER WITH MULCH c"rrn , J#%*-i-t ir% NOT TO SCALE "I'vi 0 mok 211 RIOL �b 12 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC T / JON- - RRIC4TED RRIGNTED )ORh ANT IKRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS. c�rrnik 1 #0% r..%8 p it .. NOT TO SCALE EVERGREEN TREE- GROUND LINE TO BE SAME AS EJIISTED 0 NURSURY GARDEN HOSE (3) GUYS OF 10 g TWISTED WIRE 120- APART AROUND TREE 4" SOIL SAUCER 2" x 2" x 24" STAKE DECIDUOUS TREE - PRUNE BACK I" ON- SITE & SPRAY W/ ANTI - DESICCANT PER MANU. (RECOMMENDATIONS - 2 \" - - 10' LONG CEDAR STAKE W/ 3' MIN. EMBEDDMENT (2) PER TREE 2" MULCH MIN. BACKFILL W/ TOPSOIL & PEAT MOSS 3:1 RATIO IN 9" LIFTS, SATURATE EA. LIFT NOTE: WRAP DECIDUOUS _ , a6, OVER 1 " - W/ BURLAP 2x BALL DIAM. PLANTING DETAILS FOR TREES & SHRUBS NOT TO SCALE LANDSCAPE PLAN � GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 inch = 10 ft.