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HomeMy WebLinkAbout05080040 Civil Construction Plans Sht. C2.1 C2.2 C7.1 Rcv. 4/30/2007 DOCSr In 9° 9 Fc 3 / l � Otis q� c tip � n, F x7999 pF /� •' '999 0 OF C�FSS / 099 e ,FgSF� / / �/ 9 Sp / I ' / S53 °53'17 - 390.00 - - - - -- ' / I .f� ------ - - - - -- S53 005'14 "W - 5.00 1 rn �. I tl POINT OF BEGINNING J o u rn 5.805 ACRES± C I S53 °05'14 "W - 308.37' � — — — — — — — MEMO - - -- - - - -- C. �f _ 30" PANHANDLE EASTERN PIPELINE - �� �a / / r �s - - - -- �; / 3-0 30" PANHANDLE EASTERN PIPELINE _ \ L7 r / ___- - - - -4► rb �o _ - -- - - - -- _ — 15'MINIMUMSIDEYARDSETBACK —— — --- _-- - - - - -- -- __— _ -- - - - - -- — -- "T'_._ r- r- -I -- 30" PANHANDLE EAS- _ SIGN T I �+ PROPOSED GROUND-MOUNTED APPROVED BY CITY OF CARMEL WITH I EASEMENT FINAL JUDGEMENT; 0 (APPROVED PLACE (LOT 3) PLANS) I I + I 0) MR 109, PG 225 °- I �i 30" PANHANDLE EASTERN PIPELIP 100'WIDE EASEMENT (B) BOOK 51, PAGE 595 I � 1 o Ln --------- I Z II _— -- ! _ _ ------------------ - - - - -- -- — -- I I z,2 - - - - -- a l� l l �I 90 R W I (n I I 1 / / � / / .. / r, - - , •mss -• .; � ,L � Z W I t I nl I l l ll' l •,' ``� �` ?A �I M; - z 45' HALF R/W 45'H ALF R/W , f C4 YN o I N V r I m , / 1, t<• •+ r' ��� ,9 .:. -. y J � Q l � �. .o, ,�/ �I (n d � I w dal I M w I� -41 Cn A. PR 0 002 SF . E�TRI� �I O 20' I I m { / / �. • / -ZZ— INST c/IV �� � . ° , � _ • 20040,0 e FgsE 0 0 MEN7. I Cn '/ rq LOT 1 OF BLOCK C I� C37) I 5.805 ACRES± M I11 `M M I G 1 m I I� 1I \ z / r I ' K: I • ' , n� ; : "l __ �o :l ri \� I r I I r*, OEM 4 i m I I I 1 ' •. :-: "' :` :�`: :.rte .� ��; ©��y �\\� � J �� z I I IN � .J- -� . ............ ....... r- .j - �`.�' ��vr iii I ' _`. Ln ` �� =-__ C — / ' �- �� r SEWER EASEMENT R EASEMENT _ — a, I / // /.•.i. :�i •`i� �� 15' SANITAUSIVE SANITARY SEWS _ _ — m I I� / / ' I ► NON -EXCI- 16434 — _ — D I I - / ' t' '/ .� i INST. #2004000 ° / t . :�;� TED SIGN _ _ 0 \ GROUND- _ — \ l I l�l l (UNDER CONSTRUCTION) ' f _ o \, / /► /�s ( T - r I� Ld --F N Ci - - .o // / , � ;•./ ` _ _ _ ' � \ <r FT tiq/ , P p,NH p,ND� ASEMENT — I I � - - - — I ' I _ CB �I INS1• 0 / — — _ -- Off. I _ - - _ _ _ IPELIN� 0 00, C14 `E EAS -SRN P, r/ / T\ �36s3 S3/3�° t I I I III I / , " -- I ,- 1 — - -- S62 5455 "W - 415. s `S N 55 3510 E - 29.59 --------------------- - - - - -- III , CIO / /' /' :',� 1N3W3SV3 3N1�3dld i-- S36 006'42 "E - 22.04' ------------------------- --- - - - - -� - -- I " / S53 °53'18 "W - 415.00' SHELL OIL COMPANY PIPELINE EASEMENT; o - -- / ANVdW00 -110 -113HS I -- - - -- -- INST. #4647, MISC. REC 51, PG 433 _ I �I 1 ��___/ -_____ S53 °53'17 " - - 3 - - - 1 MUM SIDE YARD SETBACK I _ -,- f - //1 F �.' "/ — — — — — _ N55 41 53 E 222.2 AID nn �� _� - _ — — — — — — s52_oT35"W - 373.45 — �, .,., cy- So 2 /V 4-- Ld 41 IN rr r a / / �( % - - - - - - - _ _ fi � � f / \+ • + r Cr7 Cry C C}y Cr I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O� 0 4p O & w I o c //p y oll I I I I I ' I 11 1 1 I / 4 - + - 0 a r 1 1\;1 � W' "?,s�� � 1 �III/ r I \� � � \ • \ \ / I a.� /. LAND DESCRIPTION: LOT 1 IN AMENDED BLOCK C OF WEST CARMEL CENTER AS PER PLAT THEREOF RECORDED AS INSTRUMENT #200400018514 IN PLAT CABINET 3, SLIDE 373 BY THE RECORDER OF HAMILTON COUNTY, INDIANA. PARKING ANALYSIS LOT 1 REQUIRED RETAIL AREA = 15,000 SF REQUIRED RATIO = 1 SPACE / 300 S.F. SPACES REQUIRED = 50 RESTAURANT AREA = 5,002 SF REQUIRED RATIO = 1 SPACE / 2.5 SEATS 1 SPACE / EMP. MAX. SHIFT SPACES REQUIRED = 215 SEATS = 86 10 EMP. =10 EM TOTAL SPACES REQUIRED = 146 PROPOSED STANDARD PARKING 141 HANDICAP PARKING PROVIDED ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 5 146 PARKING ANALYSIS BANK ONE TOTAL S.F. = 4,310 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 15 STANDARD PARKING (10'x18') 32 HANDICAP PARKING PROVIDED 2 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 34 PARKING ANALYSIS LOT 3 TOTAL S.F. = 9,190 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 31 STANDARD PARKING (9'x20') 29 HANDICAP PARKING PROVIDED 2 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 31 NOTE: CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTERN PIPELINE ALL WORK WITHIN PIPELINE EASEMENT. CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - L Architects Consultants Engineers kMERICAN CONSULTING, [NC. '260 SHADELA STATION INDIANAPOLIS, IN 46256.3917 417.547.5580 317543.0270 :opyright (C) 2005 — American Consulting, Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS i t •3 � I �•� I J I I 1 O� F E Tq,y N0. * 19900549 �'• STME OF �i�•' •.AND IANI` . •'� AL CERTIFIED CERTIFIED BY DATER 12 /05/05 DRAWN BY- BJT CHECKED BY, AF ISSUED FOR- DATER RE -BID SET 02/05/2007 ACE PROJECT •- IN2005.0710 TITLEN OVERALL DEVELOPMENT PLAN C 2.1 Fmi L I — I -- - - - - -I ��- -- ------------------- _--- _--- _ - - - - -- ---- _-- - - - - -- --- _-- ___� _ �__ �= - = � � = =— - - -_ ----------- == = = - -- _______ I I_ -_-_--_--_----_-- _- _----- _�� _________---- - - - - -- -- - - - - -- - - - - -- - - - - -- I -- --- _- --__ -- - -— - I - -- - - �_ �_= ___--------- - - - - -- f i I - ---- - - - - -4 -� ----------- -- I I ; E DR I VE 440't LF OF CONCRETE LIP GUTTER (REFER TO HAMILTON COUNTY HIGHWAY DEPT. STANDARDS FOR ETAIL) I ' I COMME C - __ I I _ - - - - - - - - - - - - - - I I I I MATCH EXIST. CURB ; �- - - _ _ 150' FULL WIDTH TURN LANE - _ - - - - - - 1 100 TAPER - � - - I- - - - - ' - - - - 100 TAPER _ - - --�- �--- MATCH EXIST. CURB O 1 I I I I I rn RELOCATED SIGN ► B I - _ - -�_ ' I I I I MATCH EXIST. PATH ; - - -- ____ _ - _ __ II ' - - -- -- - - - - -- - - - - - -- ------------- - - -,-- -------------- - - - - -- I- -- _ - - - - - - - - - - - - - - 1- - _�__ -- - - - - — - - - -- J� - - _ ----- - -� - - --- - - - - -I - .... w W t _ �- J ` -� �rIJ - .- ....- .-- ._._.... -- - - - - - -- ------- {---- - - - - -� I �8' E xist. Asphalt path) - - - - - .. _ ' - - - - -- - ------ - - - -I- ..........•.... ....... Q _ � -I '::: �� f REBAR 11 ` i� _� _ -I �-- �- I ....... ':: :. _ 4' .. :..::.::.�.: :: :...:•.::..:..... MATCH EXIST. PATH I SET REBAR ., I I •:.... ••::: '• ::. .: ....:::.::.::..:::::. •.� .�:.�::::: ::.:..:.::.. :::..:.::...:. .........:.:.:.:::::...:...::.. ::::..: E , SET I I I I; ....... .. ...:.....:.......::"' .:..:....::.::..... ............................... B 1 I . .. . ... . 1 .I 43 " , , I I� -� 1 L- I •— S,36006 ' E 77.55' N3600 '43"W - 694.59' 15 "MINIMUM FRONT YARD SETBACK B I r' F IRAN 5 I t ' •- -- - I - ''• - -- - \Ir 15' DRAINAGE AND UTILITY EASEMENT F1 --ELECTRICAL - ELECTRICAL TRANSFORMER -_ - -- - -- -- -- -- - i o I I I I ° B B PIPE BOLLARD (TYP.) B p A o b tri z 2 SP CE ® -2 4 I I 1 1 Il I ' r I 50 L t- I I I I I W w I II I 1 I; p �f ATE to LO °w° � I 1 I I I DUMPSTER REQ D. (REFER I I `x � I I I I I N I `� ° o Q I 1 I ' TO SITE DETAILS FOR PAVEI ENT B ' � r- to I � �,, � i< 1 1 I I I SECTION AND ARCHITECTURAL I G ! ,<< ? I I I I PLANS FOR DETAILS I o I g 6 R yQ''� B I 1 I tri I I I I I I � I z I /Z a_ I S i am - agave I 1 1 I to X1 � LO I ( I I ° ° I tl I o vim' I ° I I L Q M In c� Uj 27.211 6 I I w a- I I I z I �, � a ° ' D ' BOt_l.A�s'o 61 � IPA ° �.= I It, _ _ _� 1 1 �I I I Y I I o- I 1 ' LO 152.4 I I I . o — 3' FIRE LANE �� I I o ; REQ D. (TYP). I 1 I I' z C I I °� (i I I I m I PIPE BOLLARDS 6 5, ' I I { i a� {� (� I r I. I I m I I t o I� I I I I Z l i $ I _ ` I °. A ��� I U) I I I I w PROPOSED BUILDING I I r � I II 1 w I I B I I 4 I I� I_ I I M I. B � I 1 1 ', I I o� V) I ; � 20,002 S.F. ► I , w� I I I 00 l 1 I cn I I z_ I 1 I w I I '� "" I r I ° LIGHT POLE I t 'i I i M z I ° I� I I� j I I ° I B 3' FIRE LANE REQ'D. (TYP). LOT 1 OF BLOCK C I 5, I ' (') 1 1 1 I : I `n I I I I I o I; (REFER TO DETAIL N C6.1) 5.805 ACRESt II I' I I I o SEE WALK ENLARGEMENT I I w o I I I 11 ( I I O I I - (THIS SHEET) (TYP.) Zt1 4 1 I c-� I� 270.67' 7.16 1 ° I �' I CO o I I I �II I ( I I I I I -I I T 1 I 1 �- _ II ( I • I I II ( ( B1 - oN I I `r : I ? o W ° V ) I 50' i 50' I I ; I w D Q Of O � ° ° o Lri w • I; = C'q ° o to I I I ; LO I I CE 7 P N S 9- 3 9 PA ES 9 =81 G SP ® = 5 ° I ® ® 00 4 UlO w - B O- c I ; ,II I I I W I I I;---- f� e . to B _ �r A I ' 1 1 I'7 I .- I I I I I I i N N I t i ' i V) ; In j I N Z I I A a I I w l� I I I z� I W I I - B I I I I I I I I B 01 °' ' q I 1 z° I I ° 31 PAC 79' t I I I I 1 I I I I I I I Q� I I I Q I l I Li I I I 31 PAC S 9'= 79' B? I v f I I I I 1 1 ° ° I cWn II I I I I( I ao I w l t I I I 66' 1' I I I B i A B \ z L ,� I I I I I I I "� A N 5' TRANSITION FROM N 1 A I I 'f 1 I I CURB & GUTTER TYPE II 0 I I I ;' ry TO TYPE III (TYP). I Ia I 11 I N j B wzM I I ' I `VI r ; 1 I •� I� I I I I I I B _ B 3N� 1 tl w l W o > °° 31 JPAC S 9'= 79 n oo z 1 z `r' - o J 1 � F-- >( I _ I I �_ MAG NAIL ( I ( r- B I 1 SET I I ---------------------------- - - --- ' Q o Z �p , . I I I '�•- •- • -•i• -• I I I I I I; I _ ` DRY DETENTION BASIN ' A I z N Li I ��� B I z? -- =.1 _ I I I I � `�� t- _ _ ' 20' DRAIN AGE CASEMENT I I / w J 3 0 M N r m 0 0 W GO 0 0 0 0 0 Q 0 0 W w J Q U 0 F- O J a. a Iwrn 11 I 0 o_ I Qwo I ; /n Zt WQN Ill z 1. Uj wI 'Wo I '\ o I I I N r I 2. � ILI r 01 zaa. q:? 3. . 1 I I I I I ( ' I I I T I - ' •� - _ _ _ �30� ' IN _G_R_E- SS /E_ 4. S27005 " . ft-go ' OS E 608 40' CURVE DATA A I ' { I z A I L= 65.38' 5. I I w I ` R 415.00w A L 7 LF 9 01 3' 7 8 1 I OF 1 6. - +•� 1 Q w - ./n- -- -- __ _ - - - _ � CONCRETE LIP CBRG = S3111r- "E t I • I I z I z I I I ; %! _____ + t, �o , �,'- ''� -� -- - 20 DRAINAG P G�nE `! = C = 65.32 I I I /h1_ 1, �o / _______- E EASEMENT --- _ T = 32.76 I 1 N ; I I I W I I I I I - °_.�� / -;___� ; / ?o / / Ill _ _ s-- ":.- - -____ ___ T _ _ �� ' L _ \ _� _ 1 Q Lli I I I y!' / ��_` =sf� VO / III/ 4 's,t— —� -1 li I J I J I I I i '�� INS �� '`'_°=� -,T -- _ - I I ' ; MAG NAIL 7. II I Z 1 01 I "� ` :. '%C`�' _ 2 ,'!'/ % fly �nl �� �.�� �;-_– - - - I MAG NAIL �..,. ,,.i, ' SET I Q I ; ;�;I q1�;`. � SET I I� I zl 8. zl "t IMAG NAIL I I 11 I <1 Q I I n ! I I �:' • '� / / '" ,i.,,_ Il r,r __ ----- --- I SET I; I �I �� ` " / / // f;�- _ –__ M� ��' 1 -- -- - - - --- - ---- - --- -- -- –_ -- _ --------------- I 01 9. , /., It If CIO WALK ENLARGEMENT SCALE: 1"=1 0 NOTE: CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTERN PIPELINE ALL WORK WITHIN PIPELINE EASEMENT. DOCKET # 0508004ODP AMEND /ADLS MAX LOT COVERAGE ALLOWED FOR DISTRICT B -3 = 80% PROPOSED LOT COVERAGE = 80% FLOOD ZONE INFORMATION THE SITE DOES NOT LIE WITHIN THE 100 -YR FLOOD ZONE PER FLOOD INSURANCE RATE MAP. FOR HAMILTON COUNTY, INDIANA; NUMBER 18057CO205 F, EFFECTIVE DATE: FEBRUARY 19, 2003. PARKING ANALYSIS LOT 1 • REQUIRED 12/05/05 RETAIL AREA = 15,000 SF REQUIRED RATIO = 1 SPACE / 300 S.F. SPACES REQUIRED = 50 RESTAURANT AREA = 5,002 SF REQUIRED RATIO = 1 SPACE / 2.5 SEATS 1 SPACE / EMP. MAX. SHIFT ® 215 SEATS = 86 C1 10 EMP. = 10 SPACES REQUIRED = 96 TOTAL SPACES REQUIRED = 146 PROPOSED STANDARD PARKING 141 HANDICAP PARKING PROVIDED 5 ( INCLUDES 1 VAN ACCESSIBLE ) ADA ACCESSIBLE PARKING SIGN (VAN) TOTAL PROPOSED PARKING 146 LOT 1 IN AMENDED BLOCK C OF WEST CARMEL CENTER AS PER PLAT THEREOF RECORDED AS INSTRUMENT #200400018514 IN PLAT CABINET 3, SLIDE 373 BY THE RECORDER OF HAMILTON COUNTY, INDIANA. SITE LEGEND LIGHT DUTY PAVEMENT • CONCRETE 12/05/05 HAMILTON COUNTY RIGHT -OF -WAY PAVEMENT BJT CHECKED BY- ........... ::• ASPHALT ASPHALT PATH OA COMBINED CURB & GUTTER TYPE II © COMBINED CURB & GUTTER TYPE III 81 COMBINED CURB & WALK ® 6" CONCRETE CURB C1 ADA ACCESSIBLE RAMP, TYPE I © ADA ACCESSIBLE RAMP, TYPE II ® ADA ACCESSIBLE RAMP, TYPE III ® ADA ACCESSIBLE RAMP, TYPE IV DO ADA ACCESSIBLE PARKING SIGN D1 ADA ACCESSIBLE PARKING SIGN (VAN) EO 24" STOP BAR PAINTED WHITE O STOP SIGN © PRECAST CONCRETE PARKING BARRIER QW 4" SINGLE SOLID LINE, THERMOPLASTIC, WHITE DIRECTIONAL ARROWS, PAINTED WHITE WORD ONLY, THERMOPLASTIC, WHITE ADA ACCESSIBLE a PARKING SPACE SITE NOTES ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. �. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 1. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF /4 /FT. & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - 1 Architects _- Consultants Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 317.5475580 317543.0270 Copyright (C) 2005 — American Consulting. Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS i r l S f P 00' FETgyq �• No. * 19900549 ' STAX OF C- �4NAL CERTIFIED BY DATE- 12/05/05 DRAWN BY- BJT CHECKED BY- AF ISSUED FOR- DATE - RE -BID SET 02/05/2007 C2.2 r L CL I I 1N3W3S 2I]IiVM ,5 L c sB T B v v 0 i� 1 3 ` 3 1 5 3 5 3 I T C C Li I ( I 3 7 9 7 2 LO LO I i li I I 1100'WIDE EASEMENT (B) BOOK 51, PAGE 595 z, 1 II I I I 0 _ _ _ _ _ _ _ _ _ _ _ _ _ �i _ _ _ - _ _ _ - - -- ------- ---- - -- - - -- I I - - - - - -- r--- it;'t' -t- - -- - -- ------ - - - - -- --------------- - - - - -- - - I; I I I (SEE TYPICAL PLANTING o EASEMENT FINAL JUDGEMENT, 3 I I AROUND SIGN DETAIL "' MR 109 PG 225 c° THIS SHEET) ___ _ -- — — — — — — — — — — — — — — — — — — — — — — - - - - -- N ( >IOV813S C18V l 30IS W(1WINIW ,5l Z — _ ----- - - - - -- ----------------------------- - - - -=� —T _ _ I \ REBAR— .:� - - -- ----- - - - - -- — — — — — — — — — — — — — ,=l — MAG I I SET ii SET LO } ( II m SET TOP OF ROOT MASS 1" ABOVE • • ;t`� •• i• W FINISH GRADE • see r •. • ° SPADE EDGE NOTE: • •� •• i CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTERN •� /— to PIPELINE ALL WORK WITHIN PIPELINE EASEMENT. T,.. a W 0 0 0 Q U W I- 0 J d BED PREPARATIO 4 PARTS TOPSOIL 1/4 PARTS PEAT 6" 1/4 PARTS COMPOST SHRUB AND SMALL TREE PLANTING DETAIL NOT TO SCALE r� It r — r It _ ilk _ -- __ -- + 1 rf,►a► _ — - - - - -_ -- _ (SEE TYPICAL PLANTING AROUND SIGN DETAIL THIS SHEET 11 —, - - - - - -- - \ I , � o I' \`► it ' -HOSE GUARDS AND GUY WIRE PANICUM VIRGATUM I / GUY TREES 9' HT. AND TALLER. USE —� ` "x CONT. 1 ' ABOVE FIRST BRANCH. 3 STAKES 0 120° APART. STAKES AND SWITCH GRASS GUYS TO BE REMOVED WITHIN ONE YEAR. -- —=-' Z r EXCAVATE TO TOP FLARE ROOT, PLANTING NOTES: 1 ,z fit 1 1. A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL AREAS SHOWN TO BE 1 OL III 1 CUT ALL BINDING AND REMOVE WRAPPING SEEDED. USE SUITABLE TOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL 1 if J 1 -3" MULCH LAYER SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR 1 w Ix 1 4" DIA. X 4" SAUCER AROUND PLANTING PIT DELETERIOUS MATERIALS LARGER THAN 1 ". REMOVE ANY UNSUITABLE AND 1 0 it 1 21/2 EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH FINISH GRADE AND USE AS BACKFILL ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. o 2. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN 1 Iit o ; ,� 1 56 SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 1 `y 1 3. ALL TREES SHALL HAVE A 4' DIAMETER RING COVERED WITH A 2" TO 3" THICK LOOSEN SUBGRADE AROUND CENTER MOUND LAYER OF SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE SPIREA ADEQUATE DRAINAGE AND AERATION APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND SS 31 COLOR. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. AUTUMN JOY 4. ALL PLANTING BEDS SHALL HAVE A 2" TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS SEDUM WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE - EMERGENT HERBICIDE Ji 6 APPLIED AS PER MANUFACTURERER'S RECOMMENDATION. SILVER LINDEN 21/2 B &B ' 5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE 1,4Sbj0 0� ? I11 4 I>� 1r u, r u, 1 it I� r� ll 6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. 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. 9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 10. ALL DISTURBED LAWN AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION CONTROL PLAN DETAIL SHEET - -- - - - -- -HOSE GUARDS AND GUY WIRE PANICUM VIRGATUM HEAVY METAL GUY TREES 9' HT. AND TALLER. USE —� ` "x CONT. 2 4" STAKES DRIVEN BELOW GRADE. ABOVE FIRST BRANCH. 3 STAKES 0 120° APART. STAKES AND SWITCH GRASS GUYS TO BE REMOVED WITHIN ONE YEAR. -- —=-' AIL EXCAVATE TO TOP FLARE ROOT, • SET TOP OF ROOT CROWN 4" 11/2 ABOVE FINISH GRADE j CUT ALL BINDING AND REMOVE WRAPPING 'CANADA RED SELECT FROM TOP OF BALL -3" MULCH LAYER 3" MULCH LAYER AS SPECIFIED AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT QUERCUS RUBRA PULVERIZE SOIL 21/2 EXCAVATED FROM HOLE FINISH GRADE AND USE AS BACKFILL LOOSEN SUBGRADE AROUND CENTER MOUND AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE (SET 120° APART) UNDISTURBED SUBGRADE BASE \► 30 � \V 'ROPOSED ROUND 401JNTED SIGN 2 LOCATIONS) TYPICAL PLANTING AROUND SIGN SCALE: 1"=10' EVERGREEN TREE PLANTING DETAIL NOT TO SCALE � f e � If / PH 93 PANICUM VIRGATUM HEAVY METAL #2 CONT. DRAWN BY- ABOVE FIRST BRANCH. 'HEAVY METAL' SWITCH GRASS 8' HEIGHT. 3 STAKES 0120° APART ALL STAKES AND GUY WIRES TO PV 7 PRUNUS VIRGINIANA CANADA RED 11/2 B & B ALL STAKES AND GUY WIRES TO 'CANADA RED SELECT SELECT CHERRY EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT QR 9 QUERCUS RUBRA RED OAK 21/2 B & B TOP OF BALL 3" MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT CENTRAL LEADER SB 56 SPIRAEA x BUMALDA ANTHONY WATERER 18" CONT. LOOSEN SUBGRADE AROUND CENTER MOUND 'ANTHONY WATERER' SPIREA ADEQUATE DRAINAGE AND AERATION SS 31 SEDUM SPECTABILIS AUTUMN JOY #1 CONT. 'AUTUMN JOY SEDUM TF 6 TILIA TOMENTOSA SILVER LINDEN 21/2 B &B CENTRAL LEADER % / �■■■O■.1111111■ ■■/� SHADE TREE PLANTING DETAIL NOT TO SCALE 4" WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPER CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE _, ® Architects _ Consultants Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 317.5475580 317.543.0270 Copyright 2005 — American Consulting. Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS J ,j � r t f FET4 No. * 19900549 sTAX OF ctz 04�' •.AND It►M�►.• �� � ,,)Q NAL CERTIFIED BY NEVER CUT LEADER. THIN UP TO 1/3 OF BRANCHES RETAINING NATURAL SHAPE OF TREE. DO NOT LEAVE STUBS DATE- ATTACH GUY WIRE AND HOSE DRAWN BY- ABOVE FIRST BRANCH. STAKE TREES UP TO STAKE TREES UNDER 3" CAL. USE WOOD STAKES 3 PER TREE 0 120° —� 8' HEIGHT. 3 STAKES 0120° APART ALL STAKES AND GUY WIRES TO RE -BID SET BE REMOVED WITHIN ONE YEAR. EXCAVATE HOLE 12" LARGER GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES — THAN ROOT BALL DRIVEN BELOW GRADE. (3 STAKES 120° APART) ALL STAKES AND GUY WIRES TO SCARIFY SIDES OF HOLE BE REMOVED WITHIN ONE YEAR. EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT FINISH GRADE CROWN 4" ABOVE FINISH GRADE ` CUT ALL BINDING AND REMOVE WRAPPING FROM- TOP OF BALL 3" MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT \ PULVERIZE SOIL EXCAVATED FROM HOLE AND USE AS BACKFILL LOOSEN SUBGRADE AROUND CENTER MOUND AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE BASE % / �■■■O■.1111111■ ■■/� SHADE TREE PLANTING DETAIL NOT TO SCALE 4" WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPER CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE _, ® Architects _ Consultants Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 317.5475580 317.543.0270 Copyright 2005 — American Consulting. Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS J ,j � r t f FET4 No. * 19900549 sTAX OF ctz 04�' •.AND It►M�►.• �� � ,,)Q NAL CERTIFIED BY DATE- 12/05/05 DRAWN BY- BJT CHECKED BY- AF ISSUED FOR- DATE - RE -BID SET 02/05/2007 TITLE- LANDSCAPE PLAN, DETAILS AND PLANTING SCHEDULE C 7.1 -1