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HomeMy WebLinkAboutWestfield Boulevard Streetscapes 'C. F$ d 3 '� y CARMhL S r1N...1 Westfiuld T - r Uarmel, 1 Drawing Index COVER SHEET LP 1.1 LANDSCAPE PLAN LP 1.2 LANDSCAPE PLAID ,J ., Joz LP 1.3 LANDSCAPE PLAN, SCHEDULE AND DLT1'k1�_''i Y LP 1.4 LAYOUT AND GRADING PLAN e„siin Rfr b.A � LP 1.5 DETAILS w,u�w'.wnwrxnws .. :,, c^-,d•'.�:-. Ys' q ..�.W--, Y -1� -� �� a-� +•� .,y. wr wm»r . xi: y 1.1 ELECTRICAL AN 96Th AND WLSTl. _�LLI= ,D:��TAIL� �� J,.�i� �1.� 1 i IRRIGATION PLAN 96TH AND WEsTFILLD Al II�I� 1.1 II ... aa'a a r�'_x. �x'rghixy .wwrawrr ¢ -w.,s!rwi!wnswwm'ra•w."x @w- -+. „ -,/ g, ,,. ,.,m,..,.,.,e� ,...ti msµ,,,,, a—ti~.-:+,w.� ol m s W $ ! :yA £ '::[ k �'. ��:5 � ,� � �.'._ 'v'.w'.�w.SMP.+,w�t"w+*., .r"c'4 r! 4 ���. g :� �•�,.�: , gtiS'rv^F.,: �3 k i;;'.a .ray- � 5���'4e. .......... n. .. 9 'fir It 4 a triN r �. Westfield Boulevard b � RUN.DI.,LI. LST���,��GE�. �� „ w Project Site ASSOCIATES`4J' � LL Land Planning„ Urban Design, Landscape Architecture d " 1 , 429 Vast Vermont Street, Suitc. 110 Indianapolis, IN 462.02 (317) 26:1-0127 N A PLA 1� E-mail ail reaindy c reasitc—com NOT TO SCALE r F, W ESTR SZ R) F40 - ! \ 03 t I �• -I _ - - i \ O O � '\ / \ _� - - _ _ -t24J EUO-F _--- C� � - - O - I \ G i --- -- - - 72�)-ANNUALS —� _ - -- �-� I �� � r � ��� � �� -2�f3) PEN-,R - - -- R ON ; \ \-- I \ �\ I E Boa)VAF-M'- - _- - - G - - - NOTE: REFER TO ENLARGED -- _ . �° `f ROUNDABOUT -� �- i-? RUUN ����. PI. FO _ -. PLAN , L _- =�q ) 51=0-�z_ - :aw __ Pl_ANTINC� PLAN ---' \ °t I06 ) ANNUAL - —,' --- 1 O \ n - ------------------ - _ --------.-_. - AGE-S l 1 h E - E it r� i � 4 ,I r _i __ -_ . 4 fCj:',' X7{1 `„'�,..•„ ^\"\.. -li ,-; i" \ - - --- - - 250) HEM 5 GENERP�L NOTES i ;.' <• + ` __ __ _ -- v �.� 1.3 FOR PLANTING _ --•360 ANNUALS 50 M _- y, PLANT b�liT SGHEDULEOAND D I �- + �- UNDER uw + :A H 250) ALL-F ; :•, � __ _ _- + + t RF_FER TO LP 14 AND LP 1.5 FOR - -- ulo Ord APE 101 e f i e I d X30 .\ ;� �- � � 2 5t PLANS AND MARDSG DETAILS. w -�- I GRADINC-i 50D 3 AGE-8 i t RR 1.1 FOR IRRIGATION I - - �. 3. REFER TO Mkt ��`3tJJ�.ti ✓( �.-. , ,. { � � ' El �T PLANS. E S l t N A 72 PL UNDERPLANT i c - N LAWN PROVIDE PAD - - - WITH_ , , . ,. -- � AND ALL PLANT 81=DS�R FER TO DETAIL 3, we�tfle,l �,: y ; ; i'; 344) DAF-M PI UNLESS NOTED OTHERWISE. + 2qO) 5ED-5 ? L .3,--- �� , . . ;, .:•; � . . . . • I. --.-- _-_-- ------= -_ - = _-_ 4C APE ARCHITECT TO INSPECT Doulovo . . �. ,....,... _�- __ --- - - - - _ 5. LAND. - ----- - -- - - l �1� ---- - - - �� �� CATION. ON D -` UO F NT OGA TI ONS NSTAL ALL PLAN L , ,N UALS TO I BE REC�2UIRED. • _ ____ - .- __ - ------ Ib) A N ',! - + AD�uSTMENIOS MAY , -- EDGE � � �. � � ;� _ _ - - - -- _---- ___-- EACH URN) �;A � � �y �-�� L > - - - 1 I 5 APE -- � >; -.. � _-- _._ -- ---- - ------- ----- ,� � �E OWN PLANT " EDGE .ACTOR SHALL I`AY DING G NTP 4 Ii � ---- � NG DRABS ,.,: . . . . `. - >,' - PLANT SGHE:DULE. Tr ` . . t ,-_- � + �. ..• -,, . ,, _— --._- -_- SPECIE ATI,ONSO NFD 5) ANNUALS _.-.-- ------------" _ ., + + + �✓; ----- y ,. . .•., : <- - REDUCE RECPUIREMENTS (I.E. -- . . � 2"i) 5ED-.� -- - __--_- �" , I _ i /' \ >, -- -_ - _ PAGING) DICTATE,UNLESS OTHERWISE s + * �, - i I ------ -- _--- \ +C1 I + + + DIRECTED 13Y THE LANDSCAPE ARCH t. + J = -- ....,• ' � �• 25 0) MON D_ TRACTOR TO VERIFY BED r UNDERPLANT N� ..>l1REMENT5 AND INSTALL - - -------- •�. tl ''i:,''�'`?fit ,'11,, / - NED / MFA i� �,. --__±„„I •.j,;,yfl .� / � ' `-�. �' + �� ` I .� L_ _.._- -- l �a' + + �;�' WITH APPROPRIATE GtUANTITIES AS 60VER 1 - __ - la) AGE-S r _ _- 25 ALL F SCHEDULE. ° `I % N I G - - - - - BY PLANT SPACING PER 5 1 � i t 120) 5ED- ) , 7. RF�.ONDITION AND RESTORE ALL AREAS I• i + �' 015TURDEO 13Y CONSTRUCTION ACTIVITIES. 445) F+NNUAL�i %�\� \ - _ " � ` 4) AGE-5 i :� AGE-5 -��.. ; �, %� \ I �' ._ n "����' /�•� � '� ��'"� S. ALL PLANT i3ED5 TO RECEIVE 2 i \ , . � N.I.G. � i � � � � OTHERWISE 'K N(ULGH (NOT IN GONTRACT) T �� .� y UNLE55 � �� f\� I+ { , , ,y„ - MI1dIMUM OF SHREDDED E3AF NOTED 5PA©E / /� �'> EDGE INSTALL TOPSOIL INLL PROPOSED TYP. / PL-ANT F3ED AREAS AND ALL �2 ) EUO-P , 721) ANNUALS � - .OP05ED1DL5TURF3ED LAb�iN AREAS. r I : i - --- -, ----- - - - I ; - NFRAL EARTHWORK AND LANDSCAPE ' 4 t"f' - --- - + 34) JUN-5 { CONTRACTOR SHALL COORDINATE - - LANDSCAPE CONTRACTOR 5HALL ERIFY I+ DEPTH OF TOP501L PRIOR TO PLANT INSTALLATION. REFER TO I5PEGIFIGATION5 FOR TE5TINe AND - - -- - --- �) AGES PLACEMENT OF REG2UIREMENT O TOPSOIL. .-- I � 10. REFER TO DETAIL 7 LP 1.3 FOR U F l._A N T i�0 PLAN TOP5011_ PLACEMENT. R - 20 -®I, t � 0 6) ZEL-5 I� -i) TEL-5 I I - � I 4-1 o NORTN SGA�.E: I” 50' i � I - t' ' y ICI RUNDELL ERNSTBERGER � \ ASSOCIATES, LLC I - -- � —J � \ Land Planning,Urban Design,Landscape Architecture 429 East Vermont Street,Suite 110 Indianapolis,rre indy @yeas to com0127 Muncie Office: (765)747-9737 1 ! , COPYRIGHT NOTICE: -I THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE 1 4 PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, h 6 AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WHATSOEVER,WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDELL.ERNSTBERGER ASSOCIAI ES,LLC.THE OWNER/CLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION WITH THIS PROJECT, I I ' Westfield Boulevard Carmel, Indiana PL-��1T I Nv PL_��l + Landscape ]Plan Project#: 06969 pS�U -, Date: 02/27/06 Drawn by: cc 7 0021 `. = Checked by: KO File: dwg STATE OF ,� = Drawing No.. L r s i C�J - I }- 0 - -- ___-- I O O - --- ------- O , % - J - i� " ---- � II 0 0 k v /. 1 = - - --� - X \i !, \ -- I - , / )� RON 4) _-_ RON IS) - II- - - --- — = - - O r T : UH E--- — - - -- // - ----- _ ------ II : I : ,I � II OE NCF?AL NOTE CANTING I I� 4 I - --- - - - - -------- --- - -- -- -- -- - -- =_ - 7 --- -- - - ---- --- - ---- - - L -------------- --------- --- - - --- - ------- ------ - l L PFFER TO LP L3 FOR P --- - - __-=- _._-�i -- _ _.. _ -----------_ - -- _ L - _ - -_ ----- ---- T- - 1_ _ } -1 - - l- -- - ---- - -- 1._ -- - -- - --- - - -- --------- - -- -----_°.__-_--------.---- - E D DETAILS. --b �"• - - - _ _. .. - - ------ ----- ------ ___ _ ---- _:-- -- _:_ ::1. _-- __---- ::_-_ _-_ ._.__----- _—---_---- __ =_ __�_-_-- _--=—_�=-z�r___—_ _ ----- --- -- I t{ 3) G -B I SCHEDULE AN r y �� -_. -- - -- - -- - - 6) COLE-T I I j A ✓) AGIr;'B . AGE-B I � Ii 3) - -1-- - --- -- _ — -- _'---- Fb) GLE-T - --- --- - - - --- - -- — - I- 2. REFER TO LP 14 AND LP 15 FOR -- - PLANS AND HARDSGAPE - DETAILS I ; r{�� GP.AIIINC� _ Il + t1 j 3. REF R TO IRR 1.1 FOR IRRIGATION = I -- - __ hlostfiold Boulevard � I �� i 4. PROVIDE SPADE EDGE BETHEEN LAHN AND ALL PLANT BE D5, REFER DETAIL 3, LPI.3,UNLESS NOTED OTHERHI�. --- - ----- - - I-- -_._ ANDSGAPE ARCHITECT TO INSPECT 5 L CANT f3f" I ANT LOCATIONS AND P - __ - A[ PL -. _.__.._ __.. _ - _ -__ ---_ �-- --------- - - -_ _ -------- _ - ION ON-SITE _�- _ __--- -- -_ _ TO INSTALLAT i EDGES r'PIOP -- - -- - - -- - - - - - - -- - - - 5 E PEG2UIRED. - - �- -� � I I ;; AD,IU�TMENTS MAY B h. GONTRAGTOR 54ALL MAKE 0W4 PLANT _. =� :- - --- '• - I; I i V �� A �� �j (-WANTTTY TAKE-OFF5 U51NG DRAHIN05, 5F'F6IFIGATIONS AND PLANT SCHEDULE. I � I 9 _I- REMIREMENT5 (I.E.PLANT - -- ' - - / _. -;' SPACING) DICTATE,Utdl_E55 0TI fERWISE \ __ ---- {.F_ LANDSCAPE ARCHITECT. ,.1 - + DIPEGIED BY Tt -� - - ---� - - I -- h,. 1_ � T. CONTRACTOR TO VERIFY BED ROW V --_ �_ _ ° �� MEA-VREMENT5 AND IN5TALL I PION I� ' , APPROPRIATE GNJANTITIES AS GOVERNED I I_ BY PLANT 5PAGINe PER 5GHEDULE. - - K0 PAGE-�i i. RECONDITION AND RESTORE ALL AP.EAS 015TURBED BY CONSTRUCTION A6TIVITIE5. PT� N.I.G. I o - I V 8�. ALL PLANT ff-05 TO RECEIVE 2" _ \ - / I d I MINIMUM OF SfiREDDED BARK MULCH \\ UNLESS NOTED OTHERHI5E. q. EARTHHORG IN5TALL TOPSOIL IN ALL PROP05ED K GONTRAGTOR SHALL PLANT DEL) APEA5 AND ALL ,;€ -i I PRO��D�IRSTtm�RY. ANDJ1_ANf:)SGAPE 1 CONTRACTOR SHALL GOORDINATE - - - - -- r l >I LANDSCAPE GONTRAGTOR SHALL VERIFY `+•� QUANTITY AND PLACEMENT OF TOP501L. DFP`11-4 OF TOPSOIL PRIOR TO PLANT E� INSTALLATION. REFER TO 5PE6IFIGATION5 FOR TESTING AND PLACEMENT OF REGUIREMENT5 OF TOP501 L. 10. PEFER TO DETAIL -I LP 1.3 FOR TOP501L PLAGEMENT. Pk- I I I � 1 1.I - LID J -� O 15, 30' f2o' F'Q C 'J + -- - L7"7Lwmm� NORTH 5GALE: 1" = 30' 11) AGE-5 � I, RO W ?Ohl ( �; �, �� _ � _ � F, J 1 _ i I I t ------- — ------ I, -- -- -- - -- ---(i l 1 L -- - ---- -- - - -- T - - - - --- --I,H T �� _ --=� -----___-__-- -----__—___---_�-------- -----__,----- __----------------------------_: __ RLJh1DLLL LRNSTI3LJE� -_ - -- -- -- - -- --�>---- m_ -- ----_—. -. __;r.- — -- _ -- - -_z_-• ____._ -- -- __.....m _ - --- ---- ) --- -- � .a ASSOCIATES, LL C 15) G_E-T Nostfloid Boulevar - -_ - ------------- -.- ------- Land Planning,Urban Design,Landscape A rchitechire 3) ACE-13 - - — — - ---- -- - - -- -- - I 429 East Vettnvnt Street,Suite 110 Indianapolis,IN 46202 (317)263-0127 I f - I _ ream asite.com E-mail' dy�?re -- -q Mmicte Office: (765)747-9737 I h105tfiold Boulevard - - - - -- - I ' I _ COPYRIGHT NOTICE: -_' TNF.SOLE �I7 L, \ SIGNS PLANS AND _ THE CONCEPTS.IDEAS,DE ------ -- --- - -- -- - ! WERE CREATED.DEVELOPED,M70 , - 1- 't- PROPERTY OF RUNDF,LI_ERNSTBERCER ASSOCIATES,LLC AND 'ER C __ i � PRESENTED FOR USE ON Th115 SPECIFIC PROJECT NONE OF THE CONCEPTS IDEAS DESIGNS.PLANS -tom -- _ _ -__------.-__- _ _ _--. \ I I PERSON,FIRM OR CORPORATION FOR ANY PURPOSE , O \ AND DETAILS SHALL REUSED BY ANY PE SO . WHATSOEVER,WITHOUT THE EXPRES.,c EDWRITTENCONSENTOFRUNDELLFRNSTR_F RGER n J \ ASSOCIATES,LLC.THE OWNERICLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND ��v REFERENCE IN CONNECTION WITH THIS PROJECT, O 0 I 4--N - ' RO N .C�. - ZT 8) AGC-5 N.I Westfield Boulevard Camel, Indiana U / 1 F-TI I Landscape Flay �\N Q$B�' Project#: 06969 Date: 02/27/06 �4. �'y • - Drawn by: CC ,*! _ NO. 97 007.1 Checked by: KO File: dwg STATE OF - 4- �,y p i Abp.. �c�`' Drawing No. �_ I �t T� I y� FD L A t � II = af�I_®I� -- I CJ U-1 U1 U-1 Ln i\ R) w _ �_ o o +o o co ) � � + o + U 0 0 o UU n O GENERAL NOTES: O C=) —� 1. EVERGREEN TREES OVER IV IN HEIGHT 5H.\LL BE GUYED. rt. II) AGE-5 .. _ i�0�1 _-_ l ® - 2. REMOVE TOP 1/3 OF BURLAP ON ROOT I ~' B/'.L.L_. REMOVE WIRE BASKET COMPLETELY. GENERAL NOTES 3. PROVIDE PLASTIC OR METAL_ FLAGS UN I. REFER TO LP 1.3 FOR PLANTING GUY HIRES IN OR NEAR SIDEWALKS. SCHEDULE AND DETAILS. o � LP1.5FOR 14 AND i 2. REFER TO LP _._ -- -_--- CfZA+?It�6 PLAN5 AND HARDSGAPE -- _ _ DETAIL5. -- ,f -- -- --- -- ---- - - - - - OR IRRIGATION ---- r --- ----------- ! ' _ ABOVE FINISHED ED C�JRADE L 3. PEER TO IRR i.l F u l : - - - PLAN5. - ..., - - --- - _ -._- GlJ I I NO SYS TE.h1 (SEE SPECS) AnEF-nc-->- �F-_TwErtl 1_AwN -- _ —, - - - -- _ ------ ------ ------ - :::__ - - - ::: _ --- / FR. T DETAIL 3 - _ A P LL PL NT E3ED5 R_FE O - -- -__ _:_-._ _ _:_. _:: - - _:_ _:_ -- --- , .K MULGf L HOLD A JD ALL L I _— - '� --2 SL-�REDDEN HARDWOOD BAR --- -- - L UNLE55 NOTED OTHERWISE. CONTACT W/ TRUNK OF TREE P1.3, BACK F�' - -- ---- -- --- -- ----- --- - -_A_- --- 1 — - -- ----- - - - - _ -- 5 LA+JDSGAF'E ARGHI TFGT TO IN`^iPEGl - - - - — -- 7 --- --3" H1G1-I TOPSOIL SAUCER - � ALL PLANT LOGATIUi`I5 AND PLANT E3FD - -- - _+i ---------- III - - Ef7C�E5 r'f?IOR TO INSTALLATION. ON-511E -- REFER. TO PLANo 1-01<? i 1N15H GRADC MAY EIE REGUIRED 7_ AD�u5Tr1EN r5 _ I;I YV�'iJtfield I3oule ��rd \, r F�. GONlRIAGTCR SF+ALL MAKE OhM PLANT -�- - ,� 0.)ANTITY TAKE-OFFS USING nRAHINr5, (a) OLE-T ?) AGE-� - E. �_ _ - PLANT O.E. _— --- F P I f -_ _ -- - --- SCARIFY SIDES O - ,1 �L P CATIONS �G}+CDULE R UNLIE 5�t�i}e}��HISE _ ::_._.-.--�" ��:_-._ _ :: -_ -.=:= -- - " --�---- _ _____ - -C�UA) TO aPACIT`Ir) DICTATE, -- - -_ z_-..- _ ---.._-- -�_�__-- --_-.__----- _=.__ ;-..�----°=-- ----___-_ _`�-- _ ., ___ � _._.. -_ =_ _-, ___ -__ , -- _ - --- - I - i�'; � DIREGIED E3Y T4+E LANDSGAr'E ARGF ITE - - - _ - — - ��t - --- 1/?_ E3l�l_L N , E T'WO TIMES BALL - DED _ -- - ��� +. i �: __ � t,. WIC. TH I1 fi PIT TO 13 uaNT>?A�.T-oR TO vERIf Y [_------- _ r r _. - AMETER I, --- D M NED IA E1 El r�i>4��oAU�NTiT�I���FS c-OveR ME A��IJ+' APPPO Y PLANT 5f'AGItdG PER 5GHE7ULE. B f EXGAVATED SOIL OP 1OP501L BAGKFILI_ _ __ 7, PFGONDITION ANTa RE'�1TOPF AI I. ARtnA5 �� �� � D15TURDED E3Y CON57TZUGTION AGTIVITIE5. CQ AGE-5 ?l T PUOT DALL ON UND15TURDED SOIL — "GONE" AT BOTTOM OF PIT gira rniM OFN�tIR nr�ED E;r,PK M[JLGH - NOTED OTHERWI5E. TREE P LA .T G � . uNLE55 cf. EARTNHORK GOi}TF?,AGTOR 5}lAL_L F4 NO SG T, PL AUNT PET-n^RF-.A,3yA D fVoro�ED ALL h f'R.OPO� ED/[71`3TUPf3Fn LAk M AREA5. -- - C�E=NEP.AL FART}1!•�JORK AND LANDSCAPE GOt,lTR.AGTUR S+IAI,_I_ COORDINATE 0LJANTITY AND PLACEMENT OF -TOP501L. t DEPTH OF TOP501L PRIOR TO PLANT LANo5CArE C,ONTRACTOP. SHALL VERIFY ,) IN5TAI_L.ATION. REFEf? TO 5PF_GIFICATION5 FOR TESTING AND Cl - TOP501 L. PI_AGErlENT OF REQUIREMENTS O O GS Q O IO. iZFFER TO DETAIL "N LP 1.3 FOR y ,j9 TOP501L PLAGEMENT. I NOTE, ALL PERENNIAL- BEDS SHALL BE �L ANTI NO PLAN j' Pl..,/ -\N U5ING TRIANGULAR PLANTINCa SGI-Ir ME. N _ FEFEIF' 1-0 PLANTING 5GHEDULE FOR ON-CENTER I'I _ 50 -o �� PLAN-,-ING DIMENSION. REFER T-O PLANS FOR FINISH GRADE -- 2 �.+ +='�C _U HARDHOG D BARK MULGH o 51ze _.L,-- �mboi�T�,mbcal E�GI.�.anical l�lam�; Gammon Nam. _ Root Note �� - ��, � � —12" PREPARED SOIL, SEE SPECS I TREES Q 1!, 30' GO' 20 AGE-13 Acer buorc� rianum Trld�nt MrL?lo _ 2 I/�"� 5" Gal k3+113 _ multi 5i;em, roe plans - III ill II ICI . I ' II_� -_ I III �C�--- AC:E-5 Ac or rubrum 'R✓d 5un5et' _Rcd SW!5ot Maple _ 2 11_2" - 5" Gal B$B `L`C PLANS i I_ III -I - i j �—COMPACTED SUBGRADE -7 - --- -- 2 1/2" - 5" Gal Da F3 SEE PLANS -- 55 GLE-T Gledit5io trir-anth05 1norml.� Skylino 5k liy_no Hon(-.gIa<:.u�t _—_ _ NORTH SCALE: 1" 30' 1) Zi^=L-S Zeikova Somata 'Groen Vase' Groen Varo Zolkovcl 2 1/2" - 3" Gal 1341:3 - - ---- ------ - &fN�R�NN I A1-_._ I C�O�J I\ID G O�/�R �'l_ANT 11�1C���HRU O EGA 70 .JUN-5 Juniperu5 5�unmota 'Blue Star' Dlur; Star Juniper — —j clal Gont 5' O.G.— - 0 0 PER .NNIAL5, &ROUND C.OVER5 � GRA55E5 2105 EUO-F Euonymu5 fortunel 'Goloratu5' Purpleloof Wintorcroopor 2-1/4" pot 10" O.C.. �;00 i-IEM-5 Homoroca I I i5 '5tol la D'Oro' 5to I l o D Oro Da+ 1 i I; I gal I Gont. 15" O.G. � 0 2" 5HREDDED HARDWOOD BARK MULCH I�U���LI� ��I�N�rl I�I✓���I�I� 500 MON-D Monardo didyma 'Raspborry Wine' `Ra5pberr-ry Wino Boo Doom 2 gal Cont. lb" O.G. `r' , w — 3" HICcH TOPSOIL SAUCER FOR ASSOCIATES,,�� LLC 422 PEN-A Penni5etum alopoGurolde5 Fountain Gr,a�5 2 gal cone_ 24" O.G. � � � � � INDIVIDUAL PLANTS - REFER TO PLAN FOR FINISH GRADE Land Planning,Urban De ----- -__---- _ _.— _ — _----- — _ - --- ---- ---------------- -- -- 38 5E10-a Sedum apectibile 'Autumn Joy' Autumn Joy 5odum I goo GonL 24" O.G. — �. v NOTE: REMOVE BURLAP FROM TOP I/3 OF ROOT __ __ _- i� ng,U aTr sign,Landscape Architecture 3 BALL OR CAREFULLY REMOVE CONTAINER. X129 East Ve}Tnont Street, Suite 110 o EQUAL TO SLOPE tl 56ARIFY SIDES OF PIT Indianapolis,IN 46202 (317)263-0127 BULBS o ' REFER TO PLANS FOR FIN15H GRADE � `` DA!-1- -- WIDTH OF PIT T-O BE TWO TIMES BALL DIAMETER E-mail reaindy @reasite.coru X00 Al -i^ Alliurr� Firmament Firmamont Allium to Size; nlAriErEtz bulb naturalize per plan �, , {,: — -__ �'_._-" --_--_-_._ —_-- - --- LXGAVA"1"ED TOP501L OR. BAGKi=ILL .___._ _— - ---------------- -- Muncie Office 6 47-9737 4 DAF-M l�arfodll Mix Equal Ouantie5 of: top5lze bulb naturallze por plan - -- - -- --- — SE FOOT BALL ON UNI715TUR13ED 501E "CDT lC° (7 5)7 NF�rGi55U5 'MarlEko' Yv EC�UAL TO SLOPE SG,4RIFY SIDES OF PIT AT E30TTOM OF PIT 1/2 BALL WIDTH OF PIT TO BE TWO TIMES BALL — DPY WELL_-. DIA: VARIES PER LOCAL Narci5su5 f rimour DIAMETER DIAMETER 1 NorGi55u5 'Ri jnvc ldc, Early 5aneotlon' _ COI'YI�IGHT NOTICE: � � � EXGAVATED 501E OR TOPSOIL BAGKFILL GONGITIONS (f3" MIN.) DEPTI--I: 3'-4' F3ELUW i, ', NarGI�5u5 '�t.0iP11E%�ih'' ROUT BALL 13AGKF'ILL WI1"I-1 OPEN GRADED #5 TNFCOMf,FPTS,IDEAS,DFSIGrIS,PI_ANS,AND OETNLSASSt{OY,TJONTFit500C1.J�+E}Ff ARE THE SOLE SET ROOT BALL ON UNDISTUi�BED SOIL "GONE" ��' ' 4 P AVI.�L PROFFRTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVFLOPED.AND PRFSFNiED FOR USE ON THIS SPECIFIC PROJECT,NOME OF THE CONCEPTS,IOFAS,pFSIGNS,PLANS, PLANTING AT BOTTOM OF PIT NOTE: TH 15 DETAIL FOP. U5E A5 DETERMINED AND OF-TNLS SHALL BE USFO BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PU PPOSE ANNUAi_�a 5�1 ?U ] �j 1 )(� '^I I Ti E I I 1�/ 1�� Y Y l-l- B,Y SITE CONDITIONS ;SSOCIATES, lC.TH ONNEEXPRFSSHAtl_R PERMITTED TO COPIES FOR .�.0/�,-? SOIOGteC� by OWner flat IO,i O� 2 _ f _ ASSOCIATES,LLC.THEO'NNFRIG_IFNTSHALLBEPER�AITTEDTORETAINCOPIESFORINFORMATIONAND II '(!v' ) - REFERENCE IN CONNECTION WITH THIS PROJECT. -- ---- NO 5Gd�L NU 5Gr" LE MI!5GELLANEOU5 Westfield 227.E SY Sod Sop- 5poGial Provi51on5 yV �;;stfield Boulevard ��6.6 GY 5hreddod Hardwood Bork Mulch See 5poGial Provi5lons -_----- _ _ --- ----__. _—_ Carmel, Indiana TOPSOIL DEPTH AFTER 5ETTL I NG `'5O I L _L. REFER TO PLANS FOR FINISH MIN, LIFT IN LALIN AREAS Landscape Flay and Details GRADE TRANSITION ZONE OF TOPSOIL, --�-� ---- SUBSOIL (5EE SPEC.) I I _ I-I_I _ AREA TO RECEIVE MULCH I---1 Project#: 06969 I III , ,,, `�� TOPSOIL 5UE3501L - I - �'. \N OSSU ate: 02/27/U6 � i �y1 I - NOTE: PLANT BEDS TO RECEIVE TWO (2) 6" `��'.. ��' Drawn by: CC NOTE: ALIO-�N EDGING TO LIF-i S FOi, A TOTAL OF 12". LINES INDICATED ON PLAN, N0. 97 007.1 _ Checked by: KO c _ - File: dwg oET STRAIGHT OR SET TO I � I � � _ SPADE EDC E SMOOTH GURVE5. ,�i�Tf-fV�IO /TOE' 70 11__ I I ` 15 �Ef rA 1 �_-- STATE OF , Drawing No.: NpIAN.. 1 NO SIG ALE �!0 GAL_ ;,' �cgPE RRIZ�,�, • I Le I GENERAL LAYOUT NOTES - - II - -_I DIMENSIONS ARE TO THE FOLLOWING: i 1. lltil.}'� MUTED OTHERWISE, ALL I� _ � --- ----- - - - = - I ACE OF CURB, E DG E OF ENT FACE O F WA , F PAVEMEN T, CENTERLINE OF PAVE Mm 3 ?, ALL CONSTRUCTION LAYOUT STAK IN G 15 'I - -- TO BE PERFORMED BY A LAND SURVEYOR OR PROFE5510NAI_ ENGINEER RE0I5TERED - - TL O _ -- ,. ,'�I � IN THE STATE INDIANA. TO F ILIT ACCURACY IPIOGONSDTRJJGTION STAKINGA UPON WRITTEN REQUEST FROM CON"fRAGTOR, THE ELECTRONIC DATA 1 GOMPRI5INC LAYOUT DRAWINGS WILL BE \ FORWARDED FROM THE LAN05GAPE I �' xz ARCHITECT TO THE LAND SURVEYOR OR 1 PROFESSIONAL ENGINEER EMPLOYED TO : )I � ! .;J PERFORM THE CONSTRUGTIO14 5TAKING. __ _ u E55IO / I 'i ! � �"---- --- ---- -•-- -�-_._ _------- -----. ._._._._ __ __�-__---- =--- �:-:- _------ - _--- - -= - _ - .__ --- _ __ 3. THE SURVEYOR OR PROF NAL - - _ - TOR - I -- . / ,. � �.-_'���_._.__-_,______• -__.� � ��� �" ��� �T,�� / ��'� - -, TO PERFORM aRM GONSTRUBGTION LAYOITRAG I TW - IN E.6RITY IN ORDER HORI ONTMAINTAIN D ERTICAL __ -, =- -- -_- �� \ {\�! t I \\ CONTROL FOR. THE HORIZONTAL 51IAI_I_ SET AND DETAIL KEYNOTES - - \;;�� PROTECT ADDITIONAL TRAVER5E POINT. - _ _ -- --_- _-- `)I__I I_ ._----_----------_--- _-- \ j _ \ Itt �- OUTSIDE THE ^ EA5 OF CON51RUGTION INSIDE GORNER - _ - -- E 11� 42LK -- STA 326+8x3.75 j -- ACTIVITY. _ "- �� - - -- ' LINE 21 COMPACTED ACaGPFGAT PE 53 _ I t / - - - v OFFSET 4.Oa ---- -- - __ --_ - ---- ----- �,� ���� j 4. A5 SOME OF THE HORIZONTAL GONTROL / I -- -- -- 1 f - 2.2. COMPACTED 5UB6RADE E --- --_ POINTS �iIiOWN Oi`I THIS PLAN AS EXISTING / TO RIOHT Of LINE f� --- IN51DE CORNER --- n -•- +�. f - _ "All ``"i"' ? "T 1_T` '� \ i MAY HAVE BEEN REMOVED OR DAMAGED 2.3 FINISH GRADE / - (1 SINGE THEY 1^IERE 5ET, THE GONTRAC TOR / 2 4 4" GOR -- t,J L 1 5TA 327+I2.-(4 I , LYETHYLENE RIIGhTFD PO ~- , \�- SHALL, DURING THE BIDDING PROCESS, - { 1 DRAINAGE TUBING - CONNECT TO STORM. OFFSET 4.31 1 I I EX J 1 ,' ... SLAM Cj ti3 l_! ',_; VERIFY THE EXISTErIGE AND INTEGRITY OF TO RI CCHT OF LINE "A" -----_--- p �rJj \\ �� 7gb.�ib THE HORIZONTAL CONTROL POINTS SF10WN 2.5 AGGREGATE FOR UNDERDRAINS ti i - E _ _ r T ` �,I HEREON. THE CONTRACTOR SHALL INCLUDE _ IAL PP.OV1510N5 _l 1 .,' L•, - -- - - - 4 ----- - ---- I\ nl I {`•._ N I ANY WORK NECESSARY TO ESTABLISH r - \ `\ _ 1 ' ( 2b TOPSOIL PREPARED PER G , - - _.- NTROL FOR THE 1 DRAI s FOR UNDER N I O I! E O i I � � � ;� � '� �,�. ;�.� ; � RFl IABLE LAYOUT GO 2-T GE TEXT - = PROJECT IN THE BID. 2_.5 2" 5HREDDED HARDWOOD BARK MULCH TW 7Q6 q -- - - III , ' -- �_ r-- -- - -- - - - -- _ . _..-"-. ----- -- - - - -- - E3W -Ig4.g6 �, ON ALL PLANT F3ED5 - - 5. THE CONTRACTOR SHALL VERIFY j � i I f L-OGATION OF ALL UTILITY STRUCTURES AND C�pN(_R E M "- I - - - - /�` i SQ. i I -r NOTIFY LANDSCAPE ARCHITECT OF ANY I , i ; :- 3.1 C.I.P. CONCRETE,4p00 P51 - L I R..Ef'EPlGY PRIOR. TO TART OF j 1, fir. , r CONSTRUCTION ACTIVITY.S 3.2 REINFORCING BARS,EPDXY GOATED , I , i i a r S 2 ` LINE /� 1 --- _ ten,, -- �� J) --- I - 4.1 URN 1.5 90f,6 GLE�JGOE �.� , I ?� I ✓ ,a �L I ---- -' TH -1g6.G6 - --- 1.1 --- y _ - _ __ \ j GEN��' �ORAPINO AND 42 ANDTROUND BASE IQ BY LONGSHADOW ��� Q )3W -713.2b - c CLASSIC GARDEN ORNAMENTS, LTD, j __ - EARTHWORK NOTES _ -_ --- -- - PONOMA, IL (618)813-4531. PAY ITEM f - _ i I ! - I ® 1 -- - ' I - { \I - f �I I �I� 5H^LL BE 'PREGA5T URN' PROVIDE ^+ I` I. CONTRACTOR SHALL V>"RIFY ALL I I fl ® AA �a®®assn"® > �® - - f l J nl WATERPROOFING INSIDE. - 1 FCC 5l" IG GRADES REQUIRED TO BE // MATCHED OP. M _ N5 4.2 IMF_STONE BLOCK WALL, _SAWN TO I I i I , A NTAINFU AND LOCATIONS L ,- LPh � PI.S L; OF AI_I_ UTILITIESIPRIOR TO START OF 1O 517_E,HUFF, HAND-ROUND TOP EDGE OF PAGE 0 U I �'r I I I_{ CONSTRUCTION AGTIVITIE5. AND SANDBLAST TOP AND EXP05ED FACE 1 I- I I �'' ,' - •- - �w'r I i I 1. 1 I- �; I .. �.-- _ - STOCKPILE STRIPPED TOPSOIL FOR �- ` j, 4.3 SEAL URN GAVITY FULL WITH EPDXY -1 L a , I _ �\\ 51 �i --I I I - _ -t _ - - G \\ � �' I "T-ESTING AND PLACEMENT AFTER OUT PROVIDE RFEN I" TWO sA ; - - 1 � I TWO j - � � 511F31�F?ADC' IN`�PEC,TIOi`! REFER TO DRA rnN SEGUR N FLAG PV SLEEVES ��'�.. � "; _ --- J 1 �' - 5PEGIFIGATION5 FOR TOP501L TESTING AND IN LIRE D E I E. �, - -- I � _, � I � ��-� i ��' I �� � �,� PLACEMENT REC?UI{~ZEMENTS. 4.4 LIMESTONE CORNER MARKER, SAWN TO C� --- l_ I v - SIZE,BUFF, SMOOTH FINISH ^tIT H DIA. GORE DRILL AT CENTER._ GE -� 55 SOIL SHALL 3E HAULED _ NE - oFF51TE. r� - - I _ --- - -. �� 318" 55T DOW1=L,EPDXY SET .- - - ---"-_ - -, _ __-- - - --- 4. ALL HORIZONTAL AND VERTICAL CURVES 5tIAI.L r - SMOOTH AND GONTINUOU5. NO - -- -- i ( 4b I" PVG PRAINLINE FOR URN 7 I - = KINKS AND TANGENTS WILL BE NT .. _ � ,' - _ __ _---- _.._ _-- �- - -- , -� '.� _ _. ';� © 1l7' ��' '�®' UNSPEGIFIE-D 4'T RAYED & CAULKED JOINT N5I DE CORNER `S < ---- PERMIT7I=D. `r. \ , ) 526+55.54 S I/2PV OSL Ei=VE FOR IRRIGATION 4 T SMOOTHLY. I�TING GFZADES CLEANLY AND L REFER TO IRRIGATION PLANS OFFSET �.OQ' �� I _ s NE RE _ _ _ ® - \'k5 ^Tn,- a \ / _ / T �Ci�LE. III-2O' 6. UNLESS NOTED OTHERWISE, PROP05ED THERMAL-L4>sTUP.E PRO�GTION TO R I C�HT OF �s� I TN© " SLEI 1=5 ,: NORTH - a�' Y - "All � ONE ���" SLI~E�1 � L\� I I' ;\ SPOT FLIVATION5 REPRE5ENT FINISH STONE DAMPPROOFING BELOW &R.ADE i LINE I �1 INSIDE GORNER q nth STREF_T ROUNDAl3O T OfiRAD �N,5 ' GF•ADE OF PAVEMENTS AND GROUND. IN b.2 JOINT SEALANT WITH BACKER ROD LAWN OR PLANT BED AREAS, PROPOSED STA 32-1+12. 3 � ELEVATIONS INDICATE REQUIRED 6.3 EPDM FLASHING TO I II c c �- �� OFFSET 28j.31 I = 201-011 ELEVATIONS AFTER SETTLING OF 5011.. I z 4 5LEEv/E5 �"TO RI(5HT OF LINE "A -7. Al L EXI5TIN6 MANHOLES, GATGH E3h51N i97RATE5, HATER OR GAS VALVES, UTILITY A J ONE _ - �` ftANDI tOLES, ETC.. SHALL BE ADJUSTED TO 3/ " JI EYE ' 'I �� NEW FINISH GRADE ELEVATION, A5 i 0 101 201 40 APPROPRIATE. I - - D PLANT BF - TO a LMmJ RECEIVE 12" TOP501L. ALL PROP AREAS I I I i , I �� �� LAl^Rt AREAS TO RECEIVE b" TOPSOIL. ` NORTH SGALE: I"=20' \'� TOP`(,.)IL SHALL BE TFAN51TIONFP INTO SUES RADE PER DETAIL -1 / LP1.3. �6th 5TT ?RE T ROUNDABOUT LA)'OUT PLAN ORADINC&A/ 'OUT KEYNOI-E� O PLANTING AREA. PREFER TO - - LAND5GAPE PLAN5. 241-011 REFER TO DETAIL 5, O EXISTING 4' GONGRETE APRON. 4.1 4'I LP 1.5, TYP. (�1 CAST STONE URN (ALTERNATE) v REFER TO 5PEGIFIGAT10N5 ® LIMESTONE WALL. DEYOND, TYP. VERTICAL - - - SPADE EDGING. REFER TO DETAIL , - -- _ - - JOINTS, � SHEET LPi.3 �UN�?LLL �;RI,I�TI�ERGE� 2. SEE OFAPINO �� 2 SEE DETAIL 4, ASSOCIATES, LLC 6.2 CONTINUOUS, TYP. � �pF-R�DRTA�ItN��>�IEGT TO ADJAGEN"f PLAN 5D 1.5 -- (orb, O EX15TING CONDUIT 5LEEVE (VERIFY Land Planning, Urban Design,Landscape Architecture I C1(0 A - - - - - - - - - - - - - - - - - - - - - - - I I TOW LOCATIONS). 429 East Vermont Street,Suite 110 Y V Q 5EGTION MARKER. DO NOT 015TURE3 Indianapolis,IN 46202 (317)263-0127 I I 11 E-mail reain.dy @reasite.com LIMESTONE CORNER MARKER. REFER _ I I TO DETAIL 5, LPI5 Muncie Office: (765)747-9737 CONCRETE SCULPTURE FOUNDATION, 4.4 ► i 4 4. Q REFER TO DETAILS 2 AND 3, LP 15 '! S 2 1 5 I I 21JJ I1 ! 4.8 TYP. COPYRIGI-IT NOTICE: THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE PROPERTY OF RUNDFLL ERNSTPFROFR ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND -1g3.2� .•,, ov.,. ++R. „ :, � _ _... .; F PROJECT. N F THE CONCEPTS IDEAS DESIGNS. , - - - - - I- - - - - PRESENTED FOR USE ON THIS SPECIFIC PRO T NONE 0 7S PLtWS - _ n - - -, - - - - - - - - - TOp - ---f _ AND DETAILS SHALL BE USED BY ANY PERSON,FIRM OR CORPORATION FOR ANY FURPOFF - - - �- - - � - - - � i' �" - :�- �'� - - - - � I- - � - � �� h � WHATSOEVER WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDFLL ERNDTBF.RGER { D 4 F 1 ( I \ ( I I v I UTN. ASSOCIATES LLC THE OWNFR/CLIFNT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND v I I I I I I 1 ,, v D REFERENCE IN CONNECTION WITH THIS PROJECT, p v v I> ( D C) D I v Westfield Boulevard - - - - I ------ I --- I - I -- �- - � � I TM--- -1 1 1 Carmel, Indiana - ---j -- - --- j 4 - -i HORIZONTAL, 2 TOP I I •---- � I - � .>.i 3.2 AND 2 BOTTOM, WITH #4 NOTE: PROVIDE 11.' E3AR5 La� yOU� t and Gi�#d: �x � Plan U ►-?R E LO�� WALL - NORTH 1- EE AT I ON TICS AT 24" O.G. AT ALL CORNERS. 06969 _® \P� Project 0�E(���,, Date: 02/27/06 Drawn by: CC NO, 97 0021 `'. = Checked by: KO - File: dwg STATE OF , Drawing No.. LF 1 ,04 _J 241-'011 4•! REFER TO DETAIL 51 5ANN FACE WITH 4.1 LP 1 .5, TYP. 5AN0E3LA5T FINI54I I HAND ROUND EXP05ED EDGE TO APPROXIMATE 3" R. BULLN05E _ VERTICAL 4.4 4.4 SEE SEE DETAIL 4, b.2 JOINTS 2.3 L� 1.4 4.2 �D i.5 GONTINUOU5, TYP. --- 2.3 --- -1gb.ab -igb.�fb I► ON I I 5AWN FACE WITH TOW I I _ II �I I I 4.2 5ANDSLA5T FINISH Im ii 4.b TYP. 11 23 I b.I TY P. r n I I i I - I I DT?Il l_ _ ,PIECE,TY P. 2 13 -784.54 11 Ii LC-DC~7� '� -1�I4.12 . I' �I - I I �b x z'-o" �.� r, ,� PAP , I �- Ii0LE5 IN AT7JAGGENT STONES I I rI .-1 D I' _I I I .� ��- AND EPDXY SE T DOt^IELS LEDGE Ij m 21��'1 TOP - -- �,� LEDC E m - DETAIL KEYNOTES -�' - - LEDC E I I 6.1 2 514�J= FDTN. 2.1 C.OMPAGlED AG6F2E6Al , TYPE O, X53 s� 783.28 > I I- n _ -._ , o• - 2.l �3 2.2 GOA'(PAGTED SUBCRATJE _ ' -I- _ - - - - - _ _ -- I 1 I - p _ - p I TOP yr 2.3 FIN15H 6RADE ,I - T - - - -)TN. �' � m T 2.4 4 GORFUJ6ATED POLYETHYLENE f> I N DRAINAGE TUBING - CONNECT TO STORM. I I p I I 4 PER STONE, 25 - - ' I h p A > p _ n I I 2.5 AG6RE6ATE FOR UNDERDRAIN5 I I 4 LONG -I I �I I 2.6 TOPSOIL - PREPARED PER SPEGIAL PROVISIONS hI I - I I I p 1 p - c ` n , n � I I I - 2 2.? GEOTEXTILE FOR UNDEPDRAINS CONNECT TO ADJ. STORM 2.4 I -- _ - - - - - - -i- - - - - I ��D �� STRUCTURE. SEE LAYOUT PLAN 72 I I I I I I I I ?_,8 2" ALL PLAN HARDWOOD BARK MULCH L ON ALL PLANT BEDS �- ---- - -- --- 7ao.2� - -- - -- - ----- - --- -- - -- - - _ - - - -- - - -- r ---- ----- - - - - - -- _ ----I -- L. BTM _._-- --- T - -- - ---- I I - -- - -- --!. I --- -- BTM 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 3.1 3.2 3.1 G.I.P.CONCRETE,41000 P51 FDTN. 3.2 PEINFORGIN6 BA EPDXY COATED FDTN.- - - 1 I I I I II 4 - #-i HORIZONTAL, 2 TOP - I 3.1 3.2 _ III ' I , - - AND 2 BOTTOM, WITH #4 i III 1 NOTE: PROVIDE 'L' BARS - �_ _ - 4.1 GA-�7 5T0?`IE URN LS gOf56 C°sLF_NGOE I. TYP. 2.2 -- ; j-- - -- GORE DRILL/SLEEVE FOUNDATION FOR TIES AT 24" O.G. AT ALL GORNERS. 42 AND ROUND BASE N9 E L5,LTD, DGW _ UNDERDRAIN C_;ONNEC-LION TO ADJACENT STORM SECTION PONO IG GARDEN ORNAMENTS,LTD, PONOMA, IL (hlb)893-4831. PAY ITEM �- - ��� �� � �-I 01 1 ���J ���_� BLOG< WALL HATE BE OFIN AS'r URN' PROVIDE C Ui�Y O G W _ C WATERPROOFING INSIDE. 11 -- ° 11 ®�E THUS �NF :PFO,,.?17-� (D4 4.2 LIMESTONE_ BLOCK YJALL, 5 TO 112 - I -® I/�II _ I f_Q a AND SANDBLAST TOP AD ND EXP05EP FACE GE 21_011 6I_O11 121_nI1 bl_OII 21_DII V l4// 4.3 5EAL URN CAVITY FULL WITH EPDXY CP.O+JT. PROVIDE SCREE}J OVER i" PVG DRAIN LINE AND 5EGURE IN PLACE. -- 4.4 LI}1ESTONE CORNER MARKER,SAWN 10 . fib /� �( {- - _ 2.b i I �. 4.2 REFER TO SIZE,SUPF, SMOOTH FINISH WITH I-I12 TOP �� DIA. GORE DRILL AT CENTER. REFER TO DETAIL 4, LPI.5 4.2 SLAB 3.2 #4 AT 12" O.G. Q . _ DETAIL 4, LP1.5 2•� _ - 4.5 3/8" �T DOi^IEL,EPDXY SET 4b I" PVC, DRAINLINE FOR URN EACH WAY CV 2 4.7 RAKED d CAULKED JOINT' III CHAMFER O _ 2.3 .fib 4,15 112" �j . 2.3 t' � �� TYP'. m j j TOW 49 I" PVC O5LEEVE FOR PR16AT-ION TOW � --�, LINE,REFER TO IRRIGATION PLANS - j %/;�i ;�� %j" 2.7 CEOTEXTILE TO WRAP STONE C) - ,' NG BELOW GRADE I � , Il _--- I ;�. I / � / , � � b I STONE DAMPPROOFI ��� / i 6.2 JOINT SEALANT 1^llTH BACKER ROD i I � �i HO DOWN 501 L/MULGH 6.3 EPDM FLASf-IIN6 7�i4.�fib J-1 - I - - - --j -_ - --- --- - - -- _ I ;. . BELOW TOP OF URN I I TOP - �--STN. I ► _; I -- I I I - - - :-_ 'I - -_ -- �I C ---- -- - --- I I I -- ! - - I I -- 2 __-- - - - -- I ! w _ 711®l - I I �Y I I _ TON FDTN. - I ► I .I.{- � .r-�----''"'�-- -- , TAL .� TOP ---- - - II - - - - - - - , 7HOR170N '° -._. I S : , -- , I, it---_. I --=�.:._ � -_ , -- ;-------_ ! # � - __. . � _.-___-_. I i i 'i '� ' � I I ' I ! 'I I_ -- OTTOM WITH 4 I I - - I ---- - -- -- --- - -- --AND 2 - - - -- I -- -- - I III I I i TIES AT 241, O.G. 1 LL- - I I i . I _ r 4", 4 PER URN 4.J - - -- _ - - # NT I NUOUS -- IgO.28 1 3.2 2 - #5 CONTINUOUS 3.2 2 5 GO - 8TM �° a BTM I - I l I - I 4 2 6.2 / 4.b TYP. FDTN. 3.I 2.2 3.1 711' , SEGT I Old 0UARRlY BLO WALL ACID SCULPTURE FOUNDATION 4 - #7 HORIZONTAL, 2 TOP 3.2 BOTTOM, WITH #4 ND20 TIES AT 24" O.G. ONE THUS ONE OPP051TE i ;�' RUh1I�ELL ERNSTBEIZGER I, - ' j ' ' 4 4 ASSOCIATES, LLC 24-1-0 REFER TO DETAIL 5, '', j 4.1 LP i.5, TYP. - ' 4 I %�, �, Land Plannit}g,Urban Design,Landscape Architecture 429 East Vermont Street,Suite 110 r 4 PER PIEGE, Indianapolis,IN 46202 (317)263-0127 4'� 6" LONG E-mail reaindy @reasite.com - - VERTICAL Muncie O ( ) __ Office: G 47-9737 28 7 5 7 JOINTS - - -- - - - SEE DETAIL 4.4 4.2 _ 4, 6.2 ---_ 2.6 2.3 CONTINUOUS, TYP. -__ 51� I.5 COPYRIGHT NOTICE. --- - _ THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE TFiF.SOLE f(� ( - ___ __ _ ___- i' ' ,' ' i ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND i -Ib.-Ib I I PROPERTY OF RUNDEI. I i i TOW - 2 t I I _ �, PRFSFNTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, III I I - II (,� AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE �y 2 H3 Q /� t C) Ii - _I -</ i _ _ WHATSOEVER,WITHOUT THE EXPRFSSF-D WRITTEN CONSFNT OF RUNDFLL ERNSTBFP,GFR J 4-b TY I -T-.b TY II _1 I I I N ]- I I -, ASSOCIATES,LLC.THE OWNER/CLfENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND ' REFERENCE IN CONNECTION WITH THIS PROJECT. II 1 I � 4.b I I 1 y - _ - _� - - - -�- - - - _ - - V - -T > I 3 I TOP I -- - -- T I I, I ► -- -I i TStfild Boulevard I o I I I , I I I I - I TO IRRIGATION_ FDTN. I ' i I i i i I I -- r= I 4.4 3.2 �=-= - Ca -inel, Indiana - #� I � I 4 I h I I I > I I Z, I r - HORIZONTAL, - I , 2 TOP AND 2 „ I _ BOTTOM WITH - I �� � p I,I G �� AT I p �� I -- 4 TIE. _,] DETAILS I -- -- - -- -- - -- _ I I # I I I„ - - - - - - - - - - �- - - -J -- - - - L - - - - - - - I - � ._ _ - - � _ I I� _._ J_ i_ .1 - - ._ __ - -_ -! � -1 -.- -I- - J- --- I � I - _ -- �I � I,I u I I u, FrOJOCI#: 06969 -- ---- -- - - - - --- -- - - I __. 7gO.2� ---- - - -- - i - _ - .__ - -- - I I --- ---- __..---- -- -- ---- - - - 1 - - ---- -- - - -- ! - --- --- -- -- QS�U''., Date: 02/27/0 -_- - - Drawn by: CC FDTN. -- j - !- -- !- '-. -- I _ I -- I -- -- -- N0. 97 0021 - Checked by KO --_ I i - - 4 #� HORIZONTAL, 2 TOP --- - - ----- - _ ---- # I _ a I i I AND 2 BOTTOM, WITH 4 _ TYP 2 2 NOTE: Pi20V l DE 'L BARS - I F wg -. STATE --- i TIPS AT 24" O.G. AT ALL CORNERS. .. `' =�,�' ..-�N�I ASP.; Drawing No.: C" Ud� fi�'1' �DG HALL - 5DUTH E-l.__E�AT10N CAST STONE URN 5 Lr i/2°° = I°-®°° 3411 1 ,8 REFERENCE SYMBOLS AND INFORMATION a -11 T fl4 rirE A/A1 FIXTURE GENERAL NOTES: GENERAL INFORMATION OR REQUIREMENTS WHICH ' PERTAIN TO ALL SHEETS OF THE DISCIPLINE IT *, IS LOCATED ON. - ALL ITEMS WITHIN DASHED BOX SHALL BE GENERAL PLAN NOTES: GENERAL INFORMATION OR REQUIREMENTS WHICH GENERAL NOTES; MOUNTED INSIDE SERVICE AND CONTROL CABINET PERTAIN ONLY TO THE SHEET IT APPEARS ON. A-=. -� -- - ---- -- - + 1. REFER TO LIGHTING POWER AND CONTROL WIRING DIAGRAM �s z a E - , INSTALL DATA TERMINATOR ON QMX OUT 1 FOR LIGHT FIXTURES. PLAN NOTES_ KEYED NOTES WHICH ARE SPECIFIC ONLY TO DIE SHEET IT APPEARS ON. KEYED NOTES ARE CONTINUE COLOR KINETICS TO 120V TERMINAL BLOCK NUMBERED TO CORRESPOND WITH THE NUMBER 2, REFER TO DETAIL 2 AND 4 FOR LAYOUT AND CONSTRUCTION MERII)TAN 4 X10 AWG STRANDED DATA ENABLER 2 112 AND #126 AWG COPPER INDICATED BY THE PLAN NOTE SYMBOL. + OF LIGHT FIXTURE AND BASE AT URNS. COPPER WIRING COLOR KINETICS PS-60 3. REFER TO DETAIL 4 FOR LAYOUT AND CONSTRUCTION OF DETAIL REFERENCE: GHTING FIXTURE AND BASE AT SCULPTURE. ENGINEERING E_ INDICATES LOCATION OF DETAIL USED FOR CATEGORY 5 COLOR KINETICS TO 120V RECEPTACLE CLARIFICATION OF INSTALLATION. 4. REFERENCE SPECIFICATIONS FOR BID ITEM RJ45 DATA CABLE I I-PLAYER 2 INFORMATION. GROUP, I N C. BNC CONNECTOR (COMES WITH PS-60) # - DETAIL NUMBER 2 __ A E# 5. EXACT LOCATION AND AIMING OF LIGHTING FIXTURES "�-,-- r Wll-L BE DETERMINED IN FIELD. EC SHALL CONNECT LIGHTS 7246 Shadeland Station, Suite 210 LC&D GR1408-DTCIt TO 120V TERMINAL BLOCK SHEET WHERE DETAIL IS LOCATED CONTROL PANEL , FOR TEMPORARY OPERATION TO ALLOW FOR PLACEMENT/ Indiana oliS Indiana 46256 26-PIN RIBBON CABLE WITH SCREW TERMINAL ADAPTER, _ X12 AND 126 AWG COPPER AIMING BY ENGINEER/LANDSCAPE ARCHITECT. SECTION REFERENCE. INDICATES LOCATION OF SECTION OR ELEVATION n SCIDYNE 100-7625/26 OR EQUAL_ CONNECTED TO EXPANSION At 1' Telephone: 317 596-4990 PORT OF I-PLAYER 2, KEEP WIRING AS SHORT AS POSSIBLE. THROUGH AREA INDICATED. I - _- h' AT EACH ROUNDABOUT 5 .-._. �A 4 PLAN NOTES: Facsimile: (317) 596'4998 # SECTtON/ELFVAl10N NUMBER ..- www.meridian-engineering-group.com -- URN LIGHTING TYPICAL Of 4. SHEET WHERE SECTION/ELEVATION IS LOCATED ,,! to EXISTING SERVICE AND CONTROL CABINET. CONFIRM EXACT /E 1.2. LOCATIONS IN FIELD PRIOR TO BID, REFER TO DETAIL 2 SCULPTURE LIGHTING TYPICAL OF 4. LIGHTING PONDER AND CONTRAIL DIAGRAM PLAN NOTE 3 1 s�, O EXISTING CONDUIT FOR USE BY IRRIGATION WIRING. 1 ® ..•NOT TO SCALE CONNECTION POINT OF NEW TO EXISTING j� 3(J EXISTING CONDUIT FROM SERVICE AND CONTROL CABINET NOTES: FOR IRRIGATION WIRING. I. DIAGRAM MAY NOT INCLUDE ALL PIECES AND PARTS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR IS REQUIRED TO -6- DEMOLITION OF EXISTING TO THIS POINT f 0 EXISTING 3/4" CONDUIT FOR WRING TO LIGHTING AT CAST COORDINATE, SUPPLY, INSTALL, AND TEST COMPLETE SYSTEM INCLUDING ALL COMPONENTS WHETHER SHOWN OR NOT. + STONE A URN, 2. CONTRACTOR SHALL INCLUDE COSTS FOR PROGRAMMING OF I-PLAYER FOR EIGHT EVENTS INTO PROGRAM MEMORY. PROGRAMS SHALL BE REVISION NUMBER AND/OR FINISH + (� + �J EXTEND 3/4" PVC CONDUIT TO LIGHT FIXTURES. REFER TO DEVELOPED BETWEEN INSTALLER AND CITY REPRESENTATIVE. DETAIL 1 FOR WIRING. EQUIPMENT NUMBER 3. RELAY ONE (SCENE ONE) BUTTON ON LC&D CONTROL PANEL SHALL BE SET FOR SPECIAL EVENT SCENE (ALTERNATE BLUE AND W-IITE COLORS) FOR MANUAL OVERRIDE BY CITY. - - - - - - - - DEMOLITION + 4. CONTRACTOR SHALL INCLUDE COSTS FOR ASTRONOMICAL TIMECLOCK PROGRAMMING TO SET TRIGGERS FOR EACH OF EIGHT EVENTS. + -- EXISTING TO REMAIN 5. CONTRACTOR SHALL INCLUDE OWNER TRAINING OF SYSTEM (MINIMUM FOUR HOURS DURATION). 6. CONTRACTOR SHALL DEMONSTRATE FULLY OPERATIONAL SYSTEM TO LANDSCAPE ARCHITECT AND ENGINEER DURING PUNCHOUT AFTER NORMAL NEW WORK WORKING HOURS (ANTICIPATED BETWEEN 6PM TO 8PM). GENERAL CONSTRUCTION TO REMAIN 96TH STREET AND WESTFIELD BOULEVARD ROUNDABOUT ELECTRICAL PLAN N O t7 T H 0 15' 30' 60' GENERAL NOTES 1. NOT ALL SYMBOLS INDICATED ON THIS DRAWING ARE NECESSARILY USED ON THIS PROJECT. LUMINAIRE SCHEDULE 2. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. LAMPS 1=lxr. _ TOTAL 3. MOUNTING HEIGHTS INDICATED ARE TO THE CENTERLINE OF IDENTIFICATION VOLT'S FIXT, MANUFACTURER DEVICES OR BOXES, UNLESS NOTED OTHERWISE. MARK TYPE NO, WATTS 4. DEVICES, WIRING, FIXTURES, ELECTRICAL CONNECTIONS, ETC. INDICATED ON THE DRAWINGS ARE NEW AND SHALL BE RGB LED FIXTURE, DIE CAST WHIT ALUMINUM HOUSING, COLOR KINETICS COLORBLAST PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, A INTEGRATED DATA AND POWER SUPPLY, WHITE ALUMINUM 120 RGB HIGH INTENSITY 36 50 12 POWERCORE TYPE A/Al LIGHT FIXTURE UNLESS NOTED OTHERWISE. ACCESSORY HOLDER, WHITE ALUMINUM HALF TOP HAT, LED 5. DEVICES TO BE LOCATED IN OR AROUND COUNTERS, WORK HORIZONTAL SPREAD LENS, UL LISTED FOR WET LOCATION STATIONS, CASEWORK OR T.V. WALL BRACKET SHALL BE Al SAME AS TYPE A EXCEPT NO SPREAD LENS. INSTALLED AS DETAILED BY ARCHITECTURAL ELEVATIONS, -T----�1 °, REVIEW ARCHITECTURAL PLANS, DETAILS, ELEVATIONS, ETC. PRIOR TO ROUGH-IN OF DEVICES AND INSTALL AS INDICATED LUMINAIRE SCHEDULE NOTES BY THE ARCHITECTURAL DRAWINGS. EXISTING SERVICE ENCLOSURE ROUND PVC JUNCTION BOX _ 1. THE MANUFACTURER AND CATALOG NUMBERS LISTED HEREIN REPRESENT THE TYPES AND QUALITY OF FIXTURES REQUIRED. ADDITIONALLY, THE - 6. THE ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE REQUIREMENTS IN ALL COLUMNS OF THE LUMINAIRE SCHEDULE AND IN THE FOLLOWING LUMINAIRE NOTES AND IN SECTION 16511 MUST BE MET. IN 3/4" CHAMFER ALL ELECTRICAL REQUIREMENTS WITH ALL SHOP DRAWINGS FOR THE EVENT OF A CONFLICT, THE PHYSICAL DESCRIPTION SHALL SUPERSEDE ANY ENCRYPTED REQUIREMENTS IN THE CATALOG NUMBER. FINISHED GRADE] EXPOSED EDGES N ELECTRICAL CONNECTIONS TO EQUIPMENT FURNISHED BY THE 3/4_ OWNER, GENERAL CONTRACTOR, MECHANICAL CONTRACTOR, 2• ALL LUMINAIRES SHALL BE LISTED BY U.L. AND HAVE A U.L. LABEL. ELECTRICAL POWER AND/OR PLUMBING CONTRACTOR. CONNECTIONS AND REQUIRED COMPONENTS SHALL BE AS INDICATED ON THE 3• VERIFY COMPATIBILITY OF ALL FIXTURE COMPONENTS, INCLUDING BUT NOT LIMITED 1.0 LAMPS, LAMP SOCKETS, BALLASTS, LENS, ETC. AND NOTIFY THE LIGHTING POWER AND CONTROL AREA AND CONTROL BOX I I I I I ,�#►� APPLICABLE SHOP DRAWINGS. ENGINEER OF ANY CONFLICTS PRIOR TO PLACING ORDER FOR LUMINAIRES. SEE DETAIL 1/E1.1 I I I I 7. CIRCUIT NUMBERS INDICATED ARE FOR REFERENCE AND 4• AIM ALL AIMABLE LIGHT FIXTURES IN THE PRESENCE OF THE ARCHITECT ENGINEER. SUBMIT A RECORD OF HOW EACH LUMINAIRE IS AIMED. CONDUITS III I p IZUNDELL ERNSTBERGLA IDENTIFICATION ONLY. COORDINATE ACTUAL CIRCUIT NUMBERS / L_ � I ASSOCIATES, LLC NTH PANELBOARD SHOP DRAWINGS AND FIELD CONDITIONS. 5. SUBMIT A SAMPLE OF EACH LUMINAIRE THAT IS REQUESTED BY THE ARCHITECT. i2 ( I I I I ALL BRANCH CIRCUITS SHALL BE CONNECTED TO 1P-20A U 0 I Laud I'lanning; Urban Design, Landscape Architecture CIRCUIT BREAKERS, UNLESS NOTED OTHERWISE. THE IRRIGATION 2 I I I I ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CONTROLLER 5/8" DIAMETER REINFORCING ROD I 429 East Vermont Street. Suite 110 SIZING OF WIRE AND CONDUITS SERVING MULTI-WIRE CIRCUITS. (QUANTITY OF 3) ( I Iridianapolis.IN 46202 (317)263-0127 I� I E-mail rcaind� a rcasilc.conr S. IN THE EVENT OF CONFLICT BETWEEN REQUIREMENTS DETAILED L.- -J 1 ( I I I IN DRAWINGS, SPECIFICATIONS, OR GENERAL CONDITIONS THE GRADE CONCRETE BASE Nluncie Office: (765) 747-9737 BIDDER SHALL INFORM THE ENGINEER OF SUCH CONFLICT IN WRITING NOT LATER THAN TEN (10) DAYS BEFORE SUCH BIDS - ARE DUE. IF SUCH NOTIFICATION IS NOT PROVIDED, THE GRADE I I REFER TO PLAN EID ENGINEER SHALL RESOLVE THE CONFLICT WHEN NOTIFIED, AND ( FOR CONDUIT SIZE--� - �"�'-- - COPYRIGT-IT NO'I ICE: THE CONTRACTOR SHALL I ACCEPT THE ENGINEER'S RESOLUTION � - '`-- THE U)NUPTS,IDFAS,DESIGNS FLANS.AND DFTAB.S AS SriOMm ON TH IS DOCUM1RFNT ARE THE SOLE WITHOUT ANY FURTHER COMPENSATION, I I I � PROPFRTYDFRUNDFLLFRNSTRERGER ASSOCIATES LLCANDWIFRECRFATED,DEVFI_DFFD,A.ND PRESENTED FOR USE(IN THIS SF'FCIFIC PROJECT.NONE OF THE CONCEPTS IDEAS.DESIGNS,PLANS, 9. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL DIVISION 13 TYPE A FIXTURE hND OFTAILS SHALL RF USFD I3Y ANY PERSON,FIRAA,OR CO RPORATION FOR ANY PIIRPOSF GRADE nfIIWoEHER.WITHO'JTTHE EXPRES SEDIN RITTFNC,ONSF.NTOFRUNDELLERNSTL3ERr,FR REQUIREMENTS SPECIFICALLY RELATED TO ELECTRICAL WORK � WOCIA I ES,LLC THE OWNERICLIENT SHALL FIE PERMITTED TO RETAIN COPIES FOR INFORIMT1011 AND INCLUDING: LIGHTNING PROTECTION, CLOCK CONTROL, FIRE CONDUIT TO OTHER UNITS AS REFERENCE INCONNECT1GrJWITN THIS PROJECT. ALARM, INTRUSION DETECTION, AND LIGHTING CONTROLS. REFER REQUIRED, REFER TO PLAN. TO PLANS AND SPECIFICATIONS FOR REQUIREMENTS. EXISTING CONDUIT FOR CONTROL EXISTING CONDUIT FOR POWER - WIRING TO WEATHER STATION AND CONTROL WRING TO LIGHT tO.REFER TO CONSTRUCTION MANAGERS PHASING PLANS FOR (FOR IRRIGATION CONTRACTOR) FIXTURES AT ROUNDABOUT. NOTES; ADDITIONAL INFORMATION AND REQUIREMENTS. THE ELECTRICAL EXISTING CONDUIT FOR Roundabouts Phase 2 DRAWINGS AND SPECIFICATIONS DO NOT DIRECTLY ADDRESS CONTROL WRING TO VALUES 1. USE 3000 PSI 28 DAY STRENGTH CONCRETE FOR BASE, PHASING ACTIVITIES. THE EC SHALL BE RESPONSIBLE FOR THE (FOR IRRIGATION CONTRACTOR) Carmel Indiana COORDINATION OF SELECTIVE DEMOLITION, TEMPORARY 2. USE TUBULAR FIBER FORM FOR TOP 12", DELL BOTTOM TO BASE. FL.ECTRICAL CONNECTIONS, AND NEW WORK WITH THE PROJECT SCHEDULE. THE OWNER INTENDS TO OCCUPY THE FACILITY 3. TOP SHALL HAVE SLIGHT CROWN FOR DRAINAGE. DURING THE CONSTRUCTION PROCESS, THEREFORE EXISTING - --rr---- ----- Westfield SERVICES TO AREAS AND EQUIPMENT MUST BE � �Vtf� Street and VVeS�IeI� B�Vd. MAINTAINED WITH OUTAGES SCHEDULED THROUGH THE LIGHTING LAYOUT AT CAST STONE URN � SERVICE AND CONTROL CABINET DETAIL FLOODLIGHT STANCHION BASE DETAIL CONSTRUCTION MANAGER. NOT TO SCALE NOT TO SCALE NOT TO SCALE _ Electrical Plan 11.BRANCH CIRCUITS THAT ARE 120 VOLTS SHALL HAVE WIRE SIZE NOTES: NOTES: ��0w[�1TNNfiHi' ni J. \���\� , ``"Y�{IIiN11TN1,11lI BASED ON THE FOLLOWING TABLE WHICH WILL RUN FROM THE � o��" SENT S/ `'''% ��```° W.ST �°'''% Project#: 06108 PANEL TO THE FIRST DEVICE (HOME-RUN). USE #12 AWG 1. FIXTURES SHALL BE MOUNTED UNDERNEATH BOWL AS SHOWN. EXACT �./ HARDWARE IRRIGATION CONTROLLER TO SPARE CIRCUIT BREAKER IN \�,o``�'R. ........_ �fos'%,� ����°P,�\O JUy%.,,i p . 'i`,1ST ' .. Date: i)Zl1.4/O6 LOCATION TO BE DETERMINED. �� �'G,ST��F o2 �" �F y %~_ Dravvnbv: avvB/KMK BETWEEN DEVICES. ELECTRICAL POWER AND CONTROL BOX. � � No. ° �� - - �� No. °�� <I00 FT. TO FIRST DEVICE #12 AWG 2. ROUTE CONDUITS UNDERNEATH WALL BUT OUTSIDE FOUNDATION OF 2 2 12 AND 12G IN 3 4" C. <100 FT. #12 (� # # / _ 00197 = 880406 Checked bv: DWS 100 - 150 FT. X10 CAST STONE URN. � "� STATE OF i� - = � STATE OF :' 151 - 250 FT. #8 = �v` i �." ` =�p x File: 251 - 350 FT. 6 3. ADJUST ANGLE OF FIXTURES IN FIELD AS DIRECTED BY LANDSCAPE % �` Nfl/ASP` ��' �` `•NDIANP ------- # ARCHITECT. ���''os`s/Of�lA1 ECG°`°° `'"/�. S Drawing No.: 011I1III11M',1,t0�• ,,�,�!„f�Nlllll,�1\,1���� , �. L E 1 1 - f I VALVE WGON�ROE v/ V- ---- D PRESSURE REGULATOR MONO lei in, M 0 '� G�4 O E3AGKFLOW PREVENTER POINT OF CONNECTION A. PVC MAINLINE � � x ( ( 4) 0 MANIFOLD-TO-ELBOW CONNECTION PVC 2 3 VALVE BOX I \ S 6 DRIP TUBELY M g CV9 o12XXX ,l= �-�_"`- 1 ,�/F,E .gam ♦� u B ♦ ♦ w ♦ �1 i) II11 I yi - ^�e'�', + + f �a�•°� r II I_ FINISHED GRADE I PERIMETER LATERALS �� 2" TO 4" FROM EDGE v CONTROL VALVE AREA IM T R _- A E R E E �P� + ® X 6 1 SEE LEGEND FOR MODEL I 9 ��� I ® PVC FLUSH MANIFOLD �.v 5 SERVICE EXPANSION COIL @- a�6 � + v °Q� ♦�t AUTOMATIC FLUSH VALVE 1 1.. 'it -1(( r l I I I�, I I -l;.i •G _ fj p _ t- % + + PRESSURE REGULATOR � I ° SCH. 80 UNION - EX. SLEEVE �✓ I ��� 11",I R"il"IHI11tlII11IpIHi!lIM,IA"SiBItlHI"M1 ;� e ' I i� I I PVC LATERAL �O11 VGI�f I��I' I� �� � I�':_. �. 3r E 4 " CLEAR FILTER �� SIC - ..� `; �o J IO MINIMUM .� �..t 12 ID 1 CU. FT. PEA GRAVEL SUMP 1.S-\ ; p , .: -,_ r- ,. ..., '�" I' _, `. \• � S I .l r'._� .. 1 S'j. ' t-i.�(7 \.)r/r� rL> FJ t_j�� l•r��I7�L _I,_J `,,.F -._ _ VALVE BOX EXTENSION p� Fv 12 BRICK SUPPORTS loj SECTION/ELEVATION LAN + - _- LAY® D T k + + fi , : , A55UMED POINT OF GONNEGTION TO DRIP ZONE VALVE KIT DRIP TUBING ( CITY OF CARMEL NATEP, LIME. _ _ _ - ' ,; ♦ + �, NOT TO SCALE @ SHALL VERIFY AGTUAL + + C -, „"�' ; NOT TO 5GALE GONTFZAGT O L OC A I"I ON. I" NATER METER - I" TAP _r er+m. 1 ♦ II COI � i u� 4 5 1 LOGATE GONTKOLLER IN I" 5 III I.Q {" 14 ELEGTRI GAL BOX. MOUNTk• - \' 2 WEATHER MONITOi� ON 3 2 �- r r a I o o e s ; - 1 -I NEAPE5T LIGHT POLE. I" Iii I" 14 1. This drawing is for diagrammatic purposes only. Actual layout - �A. /�� � of sprinkler heads, valves, controller and other equipment shall s e !V be determined on site. Minor field adjustments shall be made at no addit'onal cost to the owner. A � l 2. Contractor is responsible for verifying location of all site utilities and making the necessary adjustments to the irrigation system I 1 ` ' to accommodate the infrastructure. 3. Mainline shall be Class 200 PVC pipe, sized as shown on plan. PLAN Lateral lines shall be Class 160 PVC, sized as shown on plan. Minimum !c7'a;al size shall be 1". (AII solvent-weld pipe} 4. Lateral lines shall be sized as follows: 0-16 gpm use 1"; 17- 28 gpm usa 1 .25". All pipe on the upstream side of the control valve shall be Class 200 PVC. Pipe downstream of the valve �G thTT OU1\� OUT I ' ' ( DTI Old j�� 1� shall be cl. 160. 5. AII fittings are to be solvent weld Schedule 40 PVC. 6. Remote control valves shall be as noted in legend. -® AII valves shall be installed in valve boxes with the lid mounted at ground level. Valve boxes shall be Carson 12"x18" rectangular _ I or 10" round types. AII valve boxes shall contain 1/2" pea gravel from the bottom of the box up to the bottom of the pipe. 7. Quick coupling valves shall be mounted on 1 " triple elbow Legend j swing joints. One quick coupling key shall be provided with the rl Irri a io system. 8. All pop-up irrigation heads shall be installed on FunnyPipe, or - flexible cut-off risers, with a clearance of 6" (minimum) from 1 . Provide drip irrigation for lawn & planting areas as shown. the edge of any nearby paved area. �- --® �- Mainline (1 .5" Class 200 PVC) 2. Drip tubing shall be fed by 1 " pvc pipe. 9. SLW20 weather monitor to be mounted on the decorative light pole 3. Drip tubing shall be installed 6" below the finished grade in lawn, nearest the controller. SECTION/LLEVATION Laterals (1 " Class Z00 PVC) and on surface, 'under mulch in planting areas, with landscape 10. All piping shall be installed: mainline at 18' below grade, laterals OI URN sta les ever- 48 on all dri tubin at 2 -16 below grade. RUNDEL,L, JERNSTBERGLR P Y P g• DRIP TUBING .� �P4-I EMITTER. /i:�" SPAGIN� 4. Drip tubing shall be installed in evenly spaced rows/circles 11 . This irrigation system was designed assuming that at least 13 DRIP SPACED APPROx. �" A.P/�RT C�TAI�T 2" IN FROM EDGE ASSOCIATES L,LC ---.�`----� Netafim Drip Tubing - #TLCV6-12XXX in lawn and groundcover, � m will be available at a minimum of 60 PSI static at the � TLCV9-12XXX in urns approximately 18" apart throughout the lawn areas, starting 2' gP ( INSTALL ON SOIL SURI=A�;E, UNDE1: MULCH from the edge of the curb/pavement. In center of roundabouts, point of connection). Pressure loss in the system is estimated Land Planning,Urban Design,Landscape Architecture cross connect drip tube circles at two points in the zone; at at 25 p.s.i. IS" URN DRAIN HOLE New 1 water meter -by irrigation contractor the oint the valve connects to the zone and at a oint 180' 12. All lateral pipe shall be pulled with a vibratory plow. The p P 429 East Vermont Street,Suite 110 Cross-connections are shown on plan. slit-dome shall be compacted to its original grade. <, © Controller: Weathermatic Smartline 1600 In other areas, la out Lubin accordin to detail on this sheet. 13. Contractor is responsible for settling of all trenches and sprinkler O F'f�EDRILLED HOLE IN Uf�N LASE Indianapolis,IN 46202 (317)263-0127 > with ller: weather monitor y g g heads fora eriod of one ear. E-mail reaindy @reasite.com 8 5. Provide a line flushing valve (#TLFV1) and drain valve (#TLSOV) at P y the opposite side of the zones from the control valve. 14. The irrigation controller shall be as noted in the legend. The O BLANK DPIP TUBING Reduced Pressure Assembly Breaker backflow preventer 6. Flushing valves and drain valves valves shall be installed in controller shall be mounted on the electrical panel, In a box Muncie Office: (765)747-9737 �c> (Febco #825Y-1) 10" round valve boxes. provided by others, near the location shown on the plan. The CEE L_AND5GAFE DETAILS FIGIR ,10DITIONAL INFO PI c> owner shall provide 120V-AC power to the controller locations. i Line-size brass ball valves (Harvard �a6-150}, Electrical connections to the controller will be by the electrical COPYRIGHT NOTICE: contractor. Irr. contractor is responsible for mounting the cv in valve box. Q I ,n controller In the box and running wires to the VQIVeS and D I P I R R I ! iT I O I�� I I� 1.,,4 R N 7HECONCF.PTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THISDOCUM1IENTARETNESOLE weather monitor. The irrigation contractor shall allow for five" PRESENTEDF RUSEO THISSECIF.RASSOECT.N, EOFT1FCO CRFATEDEAS,DESIGN AND Quick Coupling Valves: hundred I;:et of controller-to-weather monitor communication AND DE AILSSH LL BE US DBYA YPERSON,FIRM,ORCOR ORATIO FORANEAS,DESIGNS,PLANS, l Toro #474-00 WHATSOEVER,WITHOUTTHF EXPRESSED WRITTEN CONSENT OFRUNDELL ERNSTI)FRGER I wire the controller. NOT TO 5GALE AND DETAILS SHALL BEUSFDBYANYPERSON,FIRM,ORCORPORATI(NlFORANYPU,P „ WeathermaticV100 15. AII station were shall be X18 direct burial U.F. multi-cab{e. REFERENCE IN CONNECTION WITH THIS PROJECT. AM Hunter #QCV-100 16. A 1 Quick coupling valve shall be located at the irrigation water ASSOCIATES,LLC.TFiEOWNERI CUENTSHAI.i-BEPERMITTEDTORETAINCOPIESFORMFORh1AT N U3 Rainbird #5RC supply point (downstream of the backflow preventer) to provide a on swing joints, in valve boxes. a point of injection for compressed air (40 psi maximum) to purge the system of retained water in preparation for winter shut-down Electric Control Valves: of the system. West eld Bouleva d 1 " 17. All sleeves shall be Schedule 40 PVC. All sleeves shall be twice �> Weathermatic 12024EF-10 the nominal size of the pipe to be carried. Sleeves to carry wire 14> i only shall be 2". Depth of the top of the sleeve shall be 18" C�All1��, 111(�1cill Toro , 254-06-04 Irritrol25QOTF below subgrade. Irrigation contractor shall place all sleeves as Hunter PGV_100MM shown, unless directed otherwise. :i Rainbird rr#, 100 PGA 18. Contractor shall warranty the system for one full year from the date of acceptance. - 19. Contractor shall provide 'As-Built' drawings of the completedITrl. a11011 Plz1 a Drip Zone valve installation to the owner on reproducible vellum. As-built bd m Toro #EZF-21 -04 with pressure regulator and filter drawings shall be the same scale as the original drawings. .! Pressure Reg. - Netafim #PRV15045V2K 20. Contractor shall conduct a training session with the owner (or t Filter - NetafimDF100-140 representatives) demonstrating the operation of the system Project#: 06969 �3 and the controller. As part of this training, contractor shall provide Date: 02/27/06 v MP Rotator 3000 nozzle on 12 pop-up Spray Heod body one spring start-up and one fall shut-down of the system. Drawn by: CC en ® 7 © (mounted on FunnyPipe or flexirble cut-off risers): 21. Contractor shall verify location of property lines, right-of-ways, s Match nozzle threads to spray body threads. and easements on the site. They shall confirm these locations Checked by: KO ' with the owner, then obtain the necessary permits/approvals File: dwg Top = Zone/Controller station assignment before installation commences. �i 4, Bottom Left = Size of valve Bottom Right = Gallons per minute for that zone Drawing No.: z v) �i u�