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116th Street and 126th Street Roundabouts Landscaping plans T � r` d `\ CITY OF CARMEL IN MARCH 17, 2008 ?` -x BID SET Rl- STs ■ TS ----------- 116th St. & 126th St. ABBREVIATIONS VICINITY MAP DRAWING INDEX ROUNDABOUTS A I G-001 GENERAL INFORMATION AND SHEET INDEX z�. A/C AIR CONDITIONING I.D. INSIDE DIAMETER Virtual Ew ,{ ACOUS. ACOUSTICAL INCAN. INCANDESCENT 116TH AND CLAY CENTER Owner A.C.T. ACOUSTICAL CEILING TILE INFO. INFORMATION ADA AMERICANS W/DISABILITIES ACT INSUL. INSULATION � � � :� - R-101 REFERENCE SITE PLAN/SITE SURVEY City of Carmel, IN „T ADJ. ADJUSTABLE INT. INTERIOR L-201 SITE KEY PLAN One Civic Square ��'' . �. v :. A/E ARCHITECT/ENGINEER ` L-202 SITE LAYOUT PLAN Carmel, IN.46032 A.F.F. ABOVE FINISHED FLOOR a \\ \, ,, (317)571-2400 ,< L-301 SITE GRADING PLAN • • -� L-501 PLANTING PLAN ALT. ALTERNATE ALUM, ALUMINUM J.C. JANITOR CLOSET JST. BRG. JOIST BEARING �• L-502 PLANTING PLAN A.P. ACCESS PANEL L-503 TOPSOIL PLACEMENT & PLANTING DETAILS ARCH. ARCHITECT/ARCHITECTURAL JT. JOINT `� \ IR-701 IRRIGATION PLAN \,, Landscape Architect A.V, AUDIO/VISUAL "` �' „a IR-702 IRRIGATION DETAILS L \ \\\ \\ ; \, �\\ RATIO Architects, Inc. r , LI-801 LIGHTING PLAN Glebe Ste.200 L LENGTH Carmel IN. g LAV, LAVATORY 2, ,; \ T \X t 116TH AND DITCH (317)575-8907 BD. BOARD LB. POUND L.H. LEFT HAND x' BITUM. BITUMINOUS R-101 REFERENCE SITE PLAN/SITE SURVEY L.L.H. LONG LEG HORIZONTAL BLDG, BUILDING L-101 SITE CLEARING PLAN L.L.O. LONG LEG OUT B.O.W. BOTTOM OF WALL L-201 SITE KEY PLAN L.L.V. LONG LEG VERTICAL ;"" "` ;, BSMT. BASEMENT � L-202 SITE LAYOUT PLAN Irrigation Designer L-301 SITE GRADING PLAN LandTech Irrigation Consultants a=, L-501 PLANTING PLAN CM :,•a, MAX. MAXIMUM L_502 TOPSOIL PLACEMENT & PLANTING DETAILS 8240 Zionsville Rd. CAB. CABINET OARD IR 701 IRRIGATION PLAN Indianapolis, 9 46268 C.B. CHALKBOARD MB. MARKERB (317) 870-2619 M.C. MECHANICAL CONTRACTOR '' ;.t IR-702 IRRIGATION DETAILS ax C:s C.F,C.I, CONTRACTOR FURNISHED- M.D.F. MEDIUM DENSITY FIBERBOARD LI-801 LIGHTING PLAN CONTRACTOR INSTALLED M.D.O. MEDIUM DENSITY OVERLAY C.G. CORNER GUARD MECH, MECHANICAL 126TH AND TOWNE C.I.P. CAST-IN-PLACE M.E.P. MECH/ELECT/PLUMBING Lighting Designer C,J. CONTROL JOINT R-101 REFERENCE SITE PLAN/SITE SURVEY CL. CENTERLINE MFR. MANUFACTURER CM Buck & Associates M.H. MANHOLE L-201 SITE KEY PLAN CLG. CEILING a L-202 SITE LAYOUT PLAN 685o N.Guion Road CLR. CLEAR MIN. MINIMUM r a. C.M. CONSTRUCTION MANAGER MISC. MISCELLANEOUS L-301 SITE GRADING PLAN Indianapolis, 4 46268 M.O. MASONRY OPENING 2 � L-501 PLANTING PLAN (317)293-5704 C.M.U. CONCRETE MASONRY UNIT MTL. METAL L-502 TOPSOIL PLACEMENT & PLANTING DETAILS COL. COLUMN �' L-601 DETAILS CONC, CONCRETE N IR-701 IRRIGATION PLAN CONST, CONSTRUCTION CONT. CONTINUOUS N.A.F. NO APPLIED FINISH IR-702 IRRIGATION DETAIL CONT CONTRACTOR N.I.C. NOT IN CONTRACT LI-801 LIGHTING PLAN CPT, CARPET NO, NUMBER C.T. CERAMIC TILE N.T.S. NOT TO SCALE CTR. CENTER C.W. COLD WATER LOCATION MAP DRAWING ANNOTATION D D.E.F,S. DIRECT EXTERIOR O.A. OVER ALL FINISH SYSTEM O.C. ON CENTER ELEVATION SECTION ENLARGED ELEVATIONS NORTH ARROW DEPT. DEPARTMENT O.D. OUTSIDE DIAMETER \ % �\� CUT DRAWING O.F.C.I. OWNER FURNISHED �\ \ , \� DTL. DETAIL ' S �• \ \ t t t (DRAWING) CONTRACTOR INSTALLED D.F. DRINKING FOUNTAIN —60 —601 -sot DIA. DIAMETER O.F.O.I. OWNER FURNISHED- ,\ �` �: :..; I (SHEET) OWNER INSTALLED DIM. DIMENSION ,:,�` , a'\�` �\\ � �\��\ \( \ \ O.H. OPPOSITE HAND \ ��\�\, \ � \ �� '.\ � � x, � J DISP. DISPENSER OPG. OPENING D,M. DRY MARKER BOARD DN DOWN DS. DOWNSPOUT p \�a��` �� HOLEY MOLEY SAYS, DWG, DRAWING P.L. PROPERTY LINE ;. \; � � 1 CONSTRUCTION NOTE CALL BEFORE YO U �' P. LAM PLASTIC LAMINATE \ �`�� PLAS. PLASTER \ \�� \' \�,• \� (TWO WORKING DAYS PLEASE) �: \ \ ��\`� "`` DEMOLITION NOTE E PR. PAIR \�\' "`� � 1 1-800-382-5544 1-800-428-5200 EA. EACH PREFAB. PREFABRICATED PT. BD. PARTICLE BOARD `" "' �� • SIDE INDIANA FROM OUTSIDE INDIANA E.C. ELECTRICAL CONTRACTOR \��` � ` � Al REVISION NOTE PTD. PAINTED �� \\\ E.I.F,S. EXTERIOR INSULATION ` � \ �\ \ � `. „\.� �� . \- ,��.:..\.�. DRAWN BY FINISH SYSTEM PWD. PLYWOOD , ,� � \ E.J. EXPANSION JOINT ALIGN SURFACES ```��p�ltttgWluuwi�ip'i ELEC. ELECTRIC/ELECTRICAL Q :s `Q �` ELEVATOR/ELEVATION Q.T. QUARRY TILE \ BBJ �O�P�P • O 'iii ELEV. ELE Q S7F � '� ENGR, ENGINEER ` \ ELEVATION DATUM POINT CHECKED v•Q- NO O -.t5ia E.P. ELECTRICAL PANEL BY _ . Ea EQUAL R JP =3 • EQUIP. EQUIPMENT `\\ \` • _ * 4154 R RADIUS ES, EACH SIDE R.C.P. REFLECTED CEILING PLAN \�' E.W.C. ELECTRIC WATER COOLER \��`� ,� � STATE OF R.D. ROOF DRAIN �` \ • TING \::. EXIS \.' EXIST F. REFERENCE ... \, �::>..\ R � \ APPROVED BY '��ii ,9'ND�•p'N•G�``````� EXP. EXPANSION E REEL. REFLECTED \ \� EXT. EXTERIOR REINF. REINFORCED 01 F REQ. REQUIRED RESIL. RESILIENT FAB. FABRICATE/FABRICATOR R.H. RIGHT HAND FC FIBER CEMENT \ \ RM. ROOM ` s \\ F.C.U. FAN COIL UNIT NVA COPYRIGHT NOTICE: THIS ARCHITECTURAL AND F.D. FLOOR DRAIN R.O. ROUGH OPENING `� \ ,. ' ENGINEERING DRAWING IS GIVEN IN CONADENCE AND \\ : � SHALL BE USED ONLY PURSUANT TO THE AGREEMENT F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET S `� SCHED, SCHEDULE � � �`� DISSEMINATION OR DUPl1CA110NNMAY BE�MADE WITHOUT F.F.E. FINISH FLOOR ELEVATION S.D. SOAP DISPENSER ,a F.F.&E. FURNISHINGS, FIXTURES >��Y�� ,a.F,�. :• \..v. .. . H `�.. �:::.,..... .. ,..�.; .�. .�..::. � �� _��f N SECT. SECTION PRIOR WRITTEN CONSENT OF RAT10 ARCHITECTS, INC. AND EQUIPMENT S.F. SQUARE FOOT/FEET RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIHCALLY RESERVED. F.H.C. FIRE HOSE CABINET SIM. SIMILAR FIN. FINISH(ED) SPEC. SPECIFICATION REVISION FLR. FLOOR SQ. SQUARE FLUOR. FLUORESCENT S,S. STAINLESS STEEL L� F.O. FINISH OPENING STD, STANDARD F.O.B. FACE OF BLOCK STOR, STORAGE F.O.BR. FACE OF BRICK STRUCT. STRUCTURAL F.O.C. FACE OF CONCRETE SUSP. SUSPEND(ED) F.O.F. FACE OF FINISH SYM. SYMMETRICAL F.O.G. FACE OF GYPSUM BD. V F.O.S. FACE OF STUD V.C.T. VINYL COMPOSITION TILE FPRF, FIREPROaf- VERT. VERTICAL r FT. FOOT/FEET T VEST. VESTIBULE T.B. TACK BOARD V.I.F. VERIFY IN FIELD G T/B TOP AND BOTTOM V E SHEET TITLE GA. GAUGE T.C. TOP OF CURB W G.C. GENERAL CONTRACTOR T.D. ALCK W WIDE/WIDTH GENERAL INFORMATION .. GEN. GENE RAL TEC H. TECHNICAL GL. GLASS TEL. TELEPHONE W. WITH co G.W.B. GYPSUM WALL BOARD TEMP, TEMPORARY W.C. WATER CLOSET AND SHEET INDEX TMPRD, TEMPERED WD. WOOD cl T&G TONGUE AND GROOVE W.H. WATER HEATER '` H T.M. TOP OF STEEL ONRY WTO WEIG�TT - - - - T.S. H.B. HOSE BIBB T.W. TOP OF WALL W.W.F. WELDED WIRE FABRIC PROJECT NO. SHEET NUMBER HDWE. HARDWARE TYP. TYPICAL 07091.000 13.9 H.M. HOLLOW METAL MISCELLANEOUS U HORIZ. HORIZONTAL DATE G-001 ' HT. HEIGHT U 0 DIAMETER HVAC HEATING, VENTILATION & A.C. U,N.O. UNLESS NOTED OTHERWISE L ANGLE I MAR 17,2008 0�� Cie C r�r►iTrn i r►ir ° i a - +28v-&•S R. NO. 11 104+22.19 m$' t + g ti, See Pt�rorrs Sheet +65 -PR-A1•,STR. NO. 14 Q Q Q 1J.581 j t �. 104+15.41 B' ..,�,. see Prvl� o a o 0 0 116th St. & 126th St. +40 '�e3 STR. ND. 12 ,� t� &9.54 Lt. l�'V +7s 7�R AN04L TRACT `d TRACT `I ROUNDABOUTS See Phsmw Sheet �� +10.4 A•SIR. N0. 1.� ��91 S 15 ANIM,4L FARM. LLC ~ oCl See Proviarus Sheet 369' of 18 RCP Reg V. +51.9 &rrle Lt R7im 862.45 Pis as Reqld falr 91t67.47 "A" lrrv. 8,56.87 Sfffw�4% er ConMntc&L (18 S)d.) Owner y �✓ t 43.60' Lt. 85500 " 21 City \ Mv. +91I �'R Alw NQ. +50 *PR •JAR. . Ci of Carmel, IN 15 RCP Cotd► i9OSin Type 4 One Civic Square ` 104+74.03 "B" w 149 Of 18•RGp w l j 22 of 12 RCP Regld , Carmel, IN.46032 38.46 Rt, . . 91+3T„ 3 A Rim �� ; _ d (317)571-2400 i p " ♦ 47.70 Lf MV. 857Q0 8M.5 .< k 851°29 6.,T Tons Re�eabr�enf w '� ! + P.O.T. 90+178x' A _� _ 1 -- - - -- - ! - $yd Geote Uw RegV = P.O.T. 1 i Q5+50.00 .. . \ 9 1 ,�� ` . ,_ � ,_ .:. ,;: • <. .� Landscape Architect '� , • ` , -- - - f-v Bd�40 ----� � - A _ RATIO Architec ts,ts, I nc.Constr• Limits ffi*6 Pbres - --- -- 2169 Glebe St., Ste.200 -- ------ --- B - --------------- -- --- ------ Carmel IN.46032 (317)575-8907 - \ I I - - LINE I' B . .... ... .:. 984°C0 Irrigation Designer � ` I ft00 ...: <� 9�+IQ0... .. . ..:_- _ 96fOD _ tINE �R•-A' : 97+Oif).. I LandTech Irrigation Consultants t t 4 ` 9 00 92+ � � 94+010 CLOY CENTER RQAD 95+00 96+00 (//y� �A 97+OI0 . 9,�+a0 Section Line v, ( I ... . 98+00 8240 Zionsville Rd. ... 5F - -�F'- ' ��-- sue--'.••.� ... ....... Indianapol is, IN 4626 is _, .. ,.. - Constr. (am► ;�- _ 1 � _ 1 70 2619 R _, , 92175 A .: 10 \ ! / " 5172.42 B� \ J 60.58 Rt. - 10.4 6 Rt. r \ r 'pR NO. 16 2 Lighting Designer B See P!►evk ws Sheet dates .... .. : Buck & Asso 1+57.07 'A 6850 N Guion Road Indianapolis, IN 46268 I s8 9' Rt. P.a.T. 92+58°46 wR e (317)293-5704 = Par. 92+,v.46 •A 3.6o, Rt. 1+4670 A" 39.61' Rt. Sec. 34, T 18N, R 3E r r +70.0 Cris Z a7W �d A CLAY TOWNSHIP �+ t,TS x°JR-B4• ._ Q. �� +13.1 A STR. NO. 17 U�2r�r L=6; R--25;15 LUCIUS 0. HAMILTON HAMILTON COUNTY a M1et Type J 10" 106+5760 I Se+e PI>�t4ous Sheet 37,25' Rt, 06+65.46 '$" +40 pR BZ' AV. 18 59,42' LC., See Pl►eviow Sheet 0 ` Full Depth Pavmento 6+74.27 B" Resurface and Widenin K R N>> 107+05.00 "B' + i 54.56 L t. 25.00 R g Pill = 93+1 ALL ow Thr MET 70 a SHOW ALL _ PW ST ELtI/ = 864.73 Lp 1HUn s ony vt A 1+75 P14 _STA �- STA 1+21.80 'PR-A1 _ 5+55 _ 865 _' I/C 150 P '' S"TA 97+75 ELEY 861.54 7E . 881.17 < --___ EEV 859. 5 _ _ 865 Existrn g Profile Line PAl. 845. 17 IC 75P 1 100 aC sf ! Profile- _ �A� -Existing , tine PR-°A 860 �.- - P-,Osdd Glade, Line PR Al +0.50 _ - _ -� TBM 1 -Railroad Spike set 1.0 foot up in east side of Power Pole #B-103-A 760 f � .._...-.... .•_---- -„-.,r-- �, • . eet south of the Bnd a over Cla Creek and 15.5 feet 9 Y 860 914+9 -� west of the centerlin f I Center _ � -:__ e a Clay Ca to Road per USI Protect 2002-161 5P f 1 �trn.'_Clltrh_ -� Lt � . . $60.00 $61;10 N.49993.482 E.50313.049 OPOT 92+ _ LNNE ' -A1 5+o00 ( ), 36.13. 14.99 Lt.,Lute A Elev.864.108 b58 78 .3i1no l ;.� FOR REFERENCE 855 I. i' etm. Oltch Reqld. Lt._ _ _ I _ 855 ONLY Grade, L�/s P R A w 7r _.. P DRAWN BY _ _ _ _ _ •, _ - --� 850 �, .. !. r EtEY ~`�' ,- CHECKED BY _ 85:.1.54 - ... :_. yf.. 865 .r$ xi s tin 9 p�atre. Lne STA 1+20.42 A2 _8_ 4J - _- ELEY 861.22 APPROVED BY V45.18 a w P Grade _ � W �- of Paved Side Ditch Req d. :Lt. 860 - � . Line _pR - _ °�'=SYS of Sodding Re d. M _ _ g q Lt �i _ _.. 8"f'V L/NE "`PRA^ .�; _ ,, . COPYRIGHT NOTICE L �'� :Eliminate CE. THIS ARCHITECTURAL AND __ 200 LF Concrete... ENGINEERING 1- _ /.� G DRAWING IS GIVEN IN CONFIDENCE AND ! !! w 4• Paved Dr tch, Replace with Sod, F 855 �� a y IT4 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT _ YNTH RATIO ARCHITECTS INC. NO OTHER N I I 8,35 ER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT V a P _ >�SD. , PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC.o ao �:" N RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. - REVISIONS .......... 1+00 2+00 9.3+00 94+00 95+00 96+00 97+00 98+00 n S 0 D a SF SILT FENCE MULTI-USE PATH ��tu�uu+r�/rl . .� CITY OF HORIZONTAL SCALE BRIDGE FILE �0` R d o, , STRAW BALE DITCH CHECK O CONCRETE APPROACH ® HMA OVERLAY / WEDGE & LEVEL FOR REFERENCES, N c ? isr ,g4 � CER FLED BY R� 8/31/07 VERTICAL SCALE DESIGNATION a ❑ DITCH INLET PROTECTION D� HMA APPROACH 15 COMBINED CURB AND GUTTER TYPE IT SEE LOCATION CONTROL No. �5: DATE CARMEL �. = 5, 0 0 " ROUTE SURVEY PLAT, 5- PE19300399 _ ® TRUCK APRON GRAVEL APPROACH T6 COMBINED CURB AND GUTTER TYPE SHEET NO. 5 srA1E OF DESIGNED: GRW DRAWN: ChIC SURVEY BOOK SHEETS CONC, CURB RAMP, MOD. TYPE "C" �l INCIDENTAL / 1/AR, DEPTH MILL & RESURFACE 1 MODIFIED ROLL CURB �. . 115TH ST / CLAY CENTER RD o � � CONC. CURB RAMP, MOD. TYPE L" �K HMA FULL DEPTH PAVEMENT Q SODDING CHECKED: NCH CHECKED: GRW ROUNDABOUT INTERSECTION CONTRACT PROJECT o vs SHEET TITLE s REFERENCE SITE PLAN/ b D ti SITE SURVEY : V z 116th & CLAY CENTER PROJECT NO. SHEET NUMBER 07091.000 n DATE R-101 MAR 17,2008 Ilk - N A ` F\i 0 And,affiNNA6, GENERAL SITEWORK NOTES: p 1. SITE SURVEY AS-BUILT CONDITION INFORMATION BY OWNER FORREF RENCE ON Y AND WASNOTPRE AREDBY RATIO ARCHITECTS, INC. ....................may`\\\ INFORMATION CONTAINED THEREIN IS THE SOLE RESPONSIBILITY OF THE SURVEYOR I < k �yt AND IS THEREFORE EXPRESSLY EXCLUDED FROM CERTIFICATION BY RATIO ARCHITECTS, INC. W 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS SEE SHEET L-502 FOR PLANTING BEYOND LIMITS OF ( Z 116th St. & 126th St. BASED UPON INFORMATION AVAILABLE AT THE TIME. CONTRACTOR IS RESPONSIBLE SITE AREA SHOWN ON THIS SHEET I W FOR DETERMINING EXACT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND REPAIRING OR REPLACING DAMAGE DONE TO THEM DURING THE COURSE OF I V I ROUNDABOUTS EXPLORATION, LOCATION AND CONSTRUCTION. TO HAVE EXISTING UNDERGROUND UTILITIES LOCATED AND IDENTIFIED, CONTACT INDIANA UNDERGROUND PLANT PROTECTION SERVICE AT 1-800-382-5544. V 3. CONTRACTOR IS RESPONSIBLE FOR COSTS ASSOCIATED WITH DISCONNECTING, k Owner REMOVING OR RELOCATING EXISTING UTILITIES, CONNECTING TO EXISTING I + I City of Carmel, IN U11LITIES AND COORDINATION AND INSTALLATION ASSOCIATED WITH i.> NEW UTILITIES. W I I One Civic Square z Carmel, IN.46032 4. TAKE PARTICULAR CARE WHEN EXCAVATING NEAR AND AROUND EXISTING UTILITY I I (317)571-2400 LINES AND EQUIPMENT SO AS NOT TO CAUSE DAMAGE. VERIFY COVER REQUIREMENTS + WITH APPLICABLE UTILITY COMPANY. WHEN EXCAVATING AROUND OR OVER J EXISTING UTILITIES, NOTIFY UTILITY COMPANY SO THAT REPRESENTATIVE MAY BE Z PRESENT TO OBSERVE AND INSTRUCT DURING WORK. U + I Landscape Architect 5. VALVES, MANHOLES, UTILITY BOXES AND SIMILAR STRUCTURES NOT DESIGNATED N RATIO Architects, Inc. FOR REMOVAL SHALL BE PROTECTED AND ADJUSTED TO NEW FINISH ELEVATIONS o I I 2169 Glebe St., Ste.200 BY CONTRACTOR. v ' Carmel, IN.46032 6. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND (317)575-8907 FIELD CONDITIONS PRIOR TO STARTING WORK, AND IS RESPONSIBLE FOR ALL FIELD I + ' DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS ' AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY. + Irrigation Designer 7. SITE DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO SURVEY LINES, i 9 h I dTec Irrigation Consultants PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. DIMENSIONS Lan I ' GIVEN ARE NOT EXACT AND ARE ONLY TO AID THE CONTRACTOR. I 8240 Zionsville Rd. Indianapolis, IN 46268 8. PROVIDE POSITIVE SURFACE DRAINAGE ON ALL SURFACES WITHOUT PONDING I I (317) 870-2619 DURING CONSTRUCTION AND FOLLOWING COMPLETION. TEST FOR AND CORRECT ANY PONDING CONDITIONS. PROVIDE SMOOTH TRANSITIONS BETWEEN NEW AREAS I ` AND EXISTING FEATURES. , 9. PROPOSED SPOT ELEVATIONS INDICATED ARE FINAL PAVEMENT OR FINAL GRADE Lighting Designer �\ ELEVATIONS. REFER TO APPROPRIATE DETAILS TO DETERMINE SUBGRADE + , . CM Buck & Associates ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. \\ 6850 N.Guion Road 10. ALL WORK SHALL COMPLY WITH STATE AND LOCAL REGULATIONS. \ Indianapolis, IN 46268 ' �;\ ` (317)293-5704 11. REPAIR EXISTING PAVEMENT, CURBS AND IMPROVEMENTS DAMAGED OR DISTURBED \ BY CONSTRUCTION TO ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. 12. CONCRETE CURBS SHALL BE TOOLED TO COORDINATE WITH MOVEMENT AND JOINT SPACING OF ADJACENT SIDEWALKS. O 13. ALL RADII ARE 5'-0" UNLESS NOTED OTHERWISE. 14. REPAIR EXISTING LAWN AND PLANTING AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDI1IONS AFTER WORK IS COMPLETE. PROVIDE ADDI1IONAL TOPSOIL TO RESTORE GRADE ELEVATIONS TO EXISTING AND SEED OR SOD IF REQUIRED. k , / PA �\ 1 15. DO NOT INTERRUPT EXISTING U1LITIES SERVING FACILITIES OCCUPIED OR / USED BY OWNER OR OTHERS WITHOUT PRIOR APPROVAL FROM OWNER. / 16. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED AS / PLANTING AREA. SODDING SHALL EXTEND TO PROPERTY LINES WITHIN CONSTRUCTION LIMITS OR EDGE OF STREET UNLESS NOTED OTHERWISE. / -� �� \� 17. PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNAGE, BARRICADES, BARRIERS, ETC., / \\\ TO COMPLY WITH ALL APPLICABLE LOCAL STANDARDS. / / ER \ \� 18. IF EXISTING ACTIVE FIELD DRAINAGE SYSTEMS ARE ENCOUNTERED DURING / O �,`�v HOLEY MOLEY SAYS, CONSTRUCTION, N01IFY ARCHITECT IMMEDIATELY IN PREPARATION FOR / / \ \\\\ RECONSTRUCTING SYSTEM TO ITS ORIGINAL CONDITION AND DRAINAGE PATTERN. v`v ° � v�,v ♦ CALL H E EO R E YOU D I G ER ` (TWO WORKING DAYS PLEASE) 19. REMOVE EXISTING STRUCTURES, IMPROVEMENTS, TREES, PLANTING MATERIAL, � FENCING, ETC. WITHIN CONSTRUCTION LIMITS ACCORDING TO CONTRACT DOCUMENTS 1-800-382-5544 1-800-428-5200 AND PROPERLY DISPOSE OF OFF SITE. BURNING ON SITE IS PROHIBITED. / TURF TYP. 62 ��:��,� INSIDE INDIANA FROM OUTSIDE INDIANA / B1 / L1 D1 20. REFER TO IRRIGATION PLAN FOR LOCATION(S) OF IRRIGATION SYSTEM AND ;\\, SYSTEM COMPONENTS. / 3 / D1 � � v � DRAWN BY / 21. CONTRACTOR SHALL REFER TO THE CITY OF CARMEL STANDARDS AND / TYP. B2 \\ ` \ ` `p``` #01\1 n111BI�� SPECIFICATIONS AND THE INDIANA DEPARTMENT OF TRANSPORTATION + } •' '• p B3 F , STANDARDS AND SPECIFICATIONS DATED 2008 FOR WORK INDICATED ON - ' \' \'' �� : G R • THESE PLANS. _ TYP. CHECKED BY ►�;� •;�% All - -_ PA A JP = 4154 ER STATE OF GENERAL KEY NOTES: ER PA ER — — — — — - '-,, '•'ND)•AN.P'� LF ER L1 APPROVED BY j \ 111 111111 \\0� CURBS D EDGES O ER - B1 CONCRETE CURB, 6 - SEE SHEET L-202 & DETAIL 1/L-301. T >" PA- 116TH STREET ..: * _:;, �,; W, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND B2 MAINTENANCE STRIP, RIVER ROCK SURFACE, LANDSCAPE EDGING - SEE DETAILS 3/L-202 & 6/L-503. 116TH STREET U1 .y'' } 1 ' /.�, ENGINEERING DRAWING IS OVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT 63 MULCH RING, RIVER ROCK SURFACE, LANDSCAPE EDGING - SEE DETAIL 1/L-501. _, D1 ,. L1 D1 O ::::_:::.:_:::: :.. :::::::a::: WALL MOCK-UP IN THIS AREA ` CONTRACTOR TO PROVIDE ' WALLS AND FENCES .......��..�..... .a,: �:\'�,�:::::.�. �:�.: ..... � _` DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT N Ll 63 TYP. B2 L1 ER \°> TYP. PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. OD1 STONE WALL, STACKED AND MORTARED - SEE SHEET L-202. ` TURF — — — — — — — _ RAT 1 O ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. LIGHTING \ \. 61 >' REVISIONS wF . L1 TREE UPLIGHTS - SEE DETAIL 1/L-501 & SHEET LI-801. �� ER / A UTILITIES 1000, 0 L� \\ U1 ELECTRICAL TRANSFORMER FOR SITE LIGHTING - COORDINATE W/ SHEET LI-801. � .... �� EXISTING SITE FEATURES ER EXISTING, CONSTRUCTED SITE FEATURES TO REMAIN IN PLACE. / SHEET TITLE i LANDSCAPE ABBREVIAl10NS � SITE KEY PLAN CONSTRUCTION LIMIT LINE 116th & CLAY CENTER o PA PLANTING AREA. N _.....,��.... TURF SODDED TURF. `....—�... ,_ ...................... J V J NOTE: N PROJECT NO. SHEET NUMBER o � SITE KEY PLAN 07091.000 GENERAL SITEWORK NOTES ON THIS SHEET APPLY TO ALL WORK ON ALL SHEETS IN L-201 THE 'L' SERIES. L-201 0 10' 20' 40' DATE _ o -I i MAR 17, 2008 NOTE: JOINT SIZE: MIN. = Ys , MAX. = J/2", TYP. WHERE PERPINDICULAR JOINTS _ � � � � . �•_ ABUTT ANOTHER STONE, PROVIDE SEE 6/L-202 FOR LAYOUT HIGH POINT IN MORTAR JOINT WHERE JOINT SPANS ENTIRE AT STONE FACE, TYP. WIDTH OF WALL, PROVIDE r HIGH POINT IN MIDDLE OF JOINT, TYP REF. 2/L-202 FOR . o \� L TOP OF WALL �L� \�\ LAYOUT PLAN DETAIL PROVIDE 1% WASH ON I MORTAR JOINTS ON TOP OF �� T1 �` € . TW 865.39 WALL AS INDICATED FD _ ate<=.ha cn SLOPE DEEP-RAKED JOINT Of TO WALL FACES TO PROVIDE 116th St. & 126th St. > \\\ �\ DRAINAGE FOR WATER \C\� ROUNDABOUTS Ln FINISH GRADE - SEE SHEET L-301 .....•... .................. a ..... ...... ......................... ..••••••...,................�...............••......................._. ,,,,,................. I NOTE: I PROVIDE JOINT CONSTRUCTION AS Owner STONE WALL, STACKED AND MORTARED - TOP OF WALL TO I INDICATED ALONG ALL MORTAR JOINT S REF. 3/L-202 FOR MORTAR PLACEMENT - MAINTAIN CONSTANT THAT RUN PERPINDICULAR TO THE City of Carmel, IN ACHIEVE DRY STACKED APPEARANCE ON ELEVATION ELEVATION 1 WALL FACES, TYP. One Civic Square Carmel, IN. 46032 (317)571-2400 1 STONE WALL ELEVATION 5 TOP OF WALL - MORTAR JOINT ILLUSTRATIVE DETAIL L-202 3/4" = 1'-0" L-202 NOT TO SCALE Landscape Architect RATIO Architects, Inc. 2169 Glebe St., Ste.200 JOINTS N TOP OF WALL NOTE: Carmel, IN.46032 TO BE MORTARED SOLID - JOINT SIZE: MIN. = Ys", MAX. = Y2", TYP. (317) 575-8907 PROVIDE DEEP RAKED JOINT AND SLOPE JOINT AS NOTED NOTE: PROVIDE CIRCULAR WALL LAYOUT AS SHOWN ON 6/L-202 M. VERIFY � ! EXISTING CONDUITS Irrigation Designer _..... TO FROM FLARED LandTech Irrigation Consultants ISLANDS, TYP. HP �, - HP 8240 Zionsville Rd. - - _ ¢ I India apolis 46268 19 � Z "� I _ STACKED AND MORTARED STONE f ( r I WALLS. REF. DETAILS ON SHEET L-202 L , Lighting Designer " ....�•... ......... ......... ...... _..._.._ .... EXISTING CONCRETE ROLL CM Buck & Associates 6850 N. Guion Road TYPE 1 STONE, STACKED AND CURB AND TRUCK Indianapolis, IN 46268 TYP. ALTERNATE LAYING STONES MORTARED IN PLACE AS INDICATED IN APRON, 32'-6" R. (317)293-5704 ON TOP OF WALL SO THAT LARGE 3/L-202 _0 ,> STONES SPAN MIN. Y4 THE WIDTH OF THE NOTE: 31'-6" R. WALL AS INDICATED PROVIDE HIGH POINT IN MORTAR JOINTS THAT ARE 31'-6" R. PERPENDICULAR TO WALL FACES AND SLOPE JOINTS TO WALL FACES, TYP. - REF. 5/L-202 28'-6" R. 1 • TYP. L-202 5'-10" 2 TOP OF WALL - STONE PATTERN PLAN L-202 1-1/2" = 1'-0" SODDED TURF W N: 597854.15 E: 603886.22 / SUBSURFACE IRRIGATION SYSTEM, SEE PLANTING PROVIDE FULL MORTAR JOINT (HEAD JOINT) ON PLAN AND IRRIGATION 2 TOP OF WALL - PROVIDE PLAN 2/L-202 FOR TOP HIGH POINT IN MIDDLE OF MORTAR AND SLOPE / - L-202 :_ 597840.90 TYP. OF WALL STONE LAYOUT 1'-p" N: 597642.75 JOINT TO WALL FACES, TYP. - REF. 5/L-202 E: 603658.25 4177.21 NOMINAL N: 597655.05 NATURAL STONE, , 603530.66 STACKED IN MONOLITHIC - 865.39 HOLD MORTAR BACK IN JOINT 2 TYP. N: 597675.38 FASHION AND MORTARED CAVITY TO PROVIDE DRY STACKED N: 597642.75 E: 603721.98 IN PLACE - TYPE 1 STONE APPEARANCE ON VERTICAL WALL FACES, TYP. E: 6034 3.44 N: 597695.12 HOLEY MOLEY SAYS, PER SPECIFICATOIN - MORTAR COLOR E. 603997.01 TO MATCH STONE 24 #4 BARS, VERT., @ 24" ~-- N: 597606.75 CALL B E��R E YOU \ C TWO WORKING DAYS PLEASE 1'-0' TYP. 7 OC, TYP. ELECTRICAL TRANSFORMER— VAULT E: 603800.33 1 INTERIOR L-301 FACE #3 BARS, HOR., CONT. @ 24" VAULT LOCATION - 1-800-382-5544 1-800-428-5200 TO BE FIELD APPROVED 6'-0' 5'-10" N: 597448.62 C 5'-10' 4 6'-0" INSIDE INDIANA FROM OUTSIDE INDIANA 2'-0" TYP. OC, EA. WAY, TYP. BY ARCHITECT E: 603582.40 /—ALUMINUM LANDSCAPE EDGING TYP. BETWEEN N. DRAWN BY 3" 3" LAWN AND STONE . 597549.49 6 0 073.78 ````�� FINISH GRADE - TURF; �� FINISH GRADE - TURF N: 597570.75 BBJ p. BRO ; ;.......••. ;...... Q► • NOTE: E: N: 597570 5 ... . . •, . , 6034 3.44 S T� . ,...•...... . •_....•..... �., ..•. . . . . .. . .. . . • . . , . . . . > : ,.,....••..: JOINT SIZES MIN. Y . � _ E: 603874 64 S ti ; • , MAX. Y' TYP. > ; , a , CHECKED BY �� v. - _ ; ; ;"" PROVIDE HAND TIGHT EXI • STINGo 3 DEEP RIVER 861 37 a „ TO STREET JOINTS TO THE CONDUITS, TYP. ;c I ROCK MAINTENANCE I `;` 1'-6"r` :.�:. ......•... ; ..::`.:... EXTENT POSSIBLE AND JP *�• STATE STRIP, TYP. - BOTH SIDES 3000 PSI CONCRETE DEEP RAKE MORTAR - \ N: 597570.75 OF WALL , o k Pti s = i ".. ,�. , :- t•.I SLAB FOOTING E: 604177.21 �� • • _ APPROVED BY iii ♦O ; . L �.....�.�; .,_�•..��;.••_�,.; : :. ; ; ;.:.=` APPEARANCE ON WALL Gp TO PROVIDE DRY STACK -' :..:�<• - . APPEAR �" 3 FACES L 202 ...: , • ....., . , •.•....; ; :.<•..:....: : :........... : .....• . „ TYP h COMPACTED SUBGRADE �I ;•• AGGREGATE BASE, 1 IIIII �� DEPT 3 STONE COMPACTED H, #5 N: 597374.37 : 6039 7.75 � �) COPYRIGHT NOTICE: THIS ARCHITECTURAL AND N: 597416.69 ' '.� ENGINEERING DRAWING IS GIVEN IN CONADENCE AND EQ E: 603752.8q �4 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT 3 STONE WALL SECTION NTH RATIO ARCHITECTS L-202 YP. TYP INC. NO OTHER USE, 3/4" = 1'-0" "� DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT 31'-6" R. PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. c RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND c_ 0 OTHERWISE ARE HEREBY SPECIACALLY RESERVED. REF. 2/L-202 FOR TOP EQ., EQ REVISIONS OF WALL STONE LAYOUT 1'-0" TYP. TYP. NOMINAL MAIN CONDUIT FROM ELECTRICAL 31'-6" R. NATURAL STONE, PANEL BOX STACKED AND MORTARED - SEE 3/L-202 � UP TYP. - LIGHT HT FIXTURE LOCATIONS ;INTERIOR-- J AND ADJUSTMENTS TO BE REF. 3/L-202 FOR WALL FACE w w FfELD APPROVED BY ARCHITECT SECTION Q= > cn N \ -,,.1 SHEET TITLE SITE LAYOUT • FINISH GRADE - TURF " �: FINISH GRADE - TURF OU PLAN : \.\. �� STACKED A \: \: �. ND MORTARED STONE \ WALLS. REF. DETAILS ON 116th & CLAY CENTER \.\\\\ \:\ \ \:\ SHEET L-202 \ \ \ \ \_°: ROUNDABOUT ISLAND \ PROJECT NO. SHEET NUMBER 07091.000 s PLAN ENLARGEMENT 4 STONE WALL END ELEVATION NOTE: N AL L-202 3/4" = 1'-0" GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. L-202 1/8" = 1'-0" DATE L 202 MAR 17, 2008 C'x vv N iN f� '0171154 11K IRE, 116th St. & 126th St. ROUNDABOUTS Owner City of Carmel, IN One Civic Square Carmel, IN.46032 (317) 571-2400 Landscape Architect RATIO Architects, Inc. 2169 Glebe St., Ste.200 Carmel, IN.46032 (317)575-8907 Irrigation Designer LandTech Irrigation Consultants 8240 Zionsville Rd. Indianapolis, IN 46268 862.53 TC (317) 870-2619 2.0% SLOPE MIN. 862.03 TC 862.89 862.27 TC Lighting Designer TW 865.39 TW 865.39 BW 862.89 BW862.89 CM Buck & Associates 6850 N.Guion Road Indianapolis, IN 46268 GRADING PLAN KEY (317) 293-5704 849.9,9, EXISTING SPOT ELEVATION 862.89 BW PROPOSED SPOT ELEVATION REF. STANDARD 1.0% SLOPE 1.0% SLOPE DETAIL 1/L-301 SPOT ELEVATION - TOP OF CURB/BOTTOM OF CURB 863.11 BW/HP 862.89 BW TC SPOT ELEVATION - TOP OF CURB 863.11 BW/HP 2.0% SLOPE MIN. SPOT ELEVATION - TOP OF WALL/BOTTOM OF WALL 1.3% SLOPE BW SPOT ELEVATION - BOTTOM OF WALL 3.2% SLOPE LIP SPOT ELEVATION - LOW POINT TC 862.36 861.67 TC 863.43 HP HP SPOT ELEVATION - HIGH POINT TW 865.39 3.9% SLOPE TW 865.39 3.9% SLOPE BW862.37 BW 862.81 2.3% SLOPE MEET EXISTING GRADE O HOLEY MOLEY SAYS, k 862.37 o CALL BEFORE YOU DIG" 2% PERCENT SLOPE ACROSS SURFACE 2.3% SLOPE TW 865.39 862.81 TW 865.39 BW 862.81 (TWO WORKING DAYS PLEASE) BW862.37 1-800-382-5544 1-800-428-5200 I INSIDE INDIANA FROM OUTSIDE INDIANA DRAWN BY 1.0% SLOPE ```O```o��p►IIIIIBIII ��i''""''' 1.5% SLOPE BBJ ``O;P��STFR''f'4y ko, i� 2.5% SLOPE '� .Q CHECKED BY = No ' • - • 4154 ,,... _. 863.17 BW/HP ' HOLD TOPSOIL DOWN Y" FROM TOP OF PROVIDE RADIUS ON JP STATE OF CURB WHERE LANDSCAPE/PLANTING EXPOSED FACE, TYP. 862,75 BW 862.50 BW �/V P AREA MEETS BACK OF CURB �• '' •' Cj � `` APPROVED BY � .�D�'pN �� 7 PROVIDE LIGHT BROOM 6, 1.0% SLOPE 1.0% SLOPE 863.17 BW TURF/PLANTING AREA FINISH TO EXPOSED TOPSOIL CONCRETE, TYP. 16" CONCRETE TRUCK APRON o �..:, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND °o ENGINEERING DRAWING IS OVEN IN CONFlDENCE AND 861.61 TC SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS INC. NO OTHER USE COMPACTED TW 865.39 TW865.39 DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT SUBGRADE, TYP. BW 862.95 BW862.95 PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. s A MODIFIED 862.31 TC RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND CLASS 862.95 CONCRETE CURB, BARRIER, OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. pv o PER INDOT E 605-CC J-01 2.5% SL 862.27 T REVISIONS BARRIER CURB A T TRUC K APRON D NO SCALE - NOTE: \ PROVIDE TOOLED CONTROL JOINT FOR EVERY 6' - ALIGN CONTROL JOINTS W/EVERY THIRD (3RD) JOINT ON TRUCK APRON \ SHEET TITLE CITY OF CA RMEL STANDARDS STANDARD SITE GRADING PLA • �N DRAWING ��,, _ 116th & CLAY CENTER �co BARRIER CURB AT RAB TRUCK APRON DETAIL XX-XX /o N 2 GRADING PLAN ENLARGEMENT PROJECT NO. SHEET NUMBER cN BARRIER CURB AT TRUCK APRON NOTE. L-301 1/8" = 1'-0" 07091.000 w� L-301 NOT TO SCALE GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. DATE L=301 MAR 17,2008 NOTE: GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. a 1 SEE 1 /L-502 NOTE: MATCHLINE SEE SHEET L-503 FOR PLANTING DETAILS. GTSH O PLANT SCHEDULE �\ LU Key, Qty. Botanical Name C_ommon Name Size Remarks \a TREES/SHRUBS ' •` 116th St. & 126th St. ASGNI Acer sacchar�um 'Legacy _ Legacy Sugar Maple 3" cal. Straight leader, B&B. BY OWNER W ,:,` ROUNDABOUTS AAAB Amelanchier arborea 'Autumn Brilliance' Autumn Brilliance Ser%iceberry T ht. Multi-stem, min. 3 stems, B&B, BY OWNER V GTSH Gleditsia triacanthos 'Shademaster' Shademaster Honeylocust 2 1 J2" cal. Symmetrical, B&B, BY OWNER GYDI Gymnocladus dioicus Kentucky Coffee Tree 2 1 J2" cal Symmetrical, B&B, BY OWNER LITU Liriodendron tulipifera Tuliptree 2 1/2" cal. Symmetrical, B&B, BY OWNER Owner PABL Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2 1f2" cal. Symmetrical, B&B, BY OWNER GYDI SYRE Syringa reticulata Ivory Silk Lilac 2 1/2" cal. Symmetrical, B&B, BY OWNER Y V City of Carmel, IN One Civic Square GRASSES/SEDGES Carmel, IN. 46032 (317)571-2400 CAMU Carex muskingumensis Palm Sedge 3J8" cell 124" o.c., open-bottom cell PAHA Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass #2 pot 36" o.c. NOTE: NOTE: Landscape Architect ALL PLANT MATERIAL NOTED "BY OWNER" SHALL BE OBTAINED BY CONTRACTOR FROM CONTRACTOR SHALL RESERVE THE RIGHT TO SUBSTITUTE PLANT MATERIAL RATIO Architects, Inc. TMT NURSURIES, PH. 317.867.3691. CONTACT: SUZIE DUBOIS. CONTRACTOR SHALL NOT W/ APPROVAL OF ARCHITECT SHOULD PROPOSED MATERIAL THAT IS 2169 Glebe St., Ste.200 APPLY ANY UNIT OR MATERIAL COST TO HIS/HER BID FOR PLANT MATERIAL DENOTED "BY OWNER" BE DEEMED OF POOR QUALITY OR OF QUALITY NOT WORTHY Carmel, IN.46032 AA AB (317) 575-8907 AS SUCH. CONTRACTOR SHALL TAKE DELIVERY OF PLANT MATERIAL AT TIME OF OF INSTALLATION OR WARRANTY PER SPECIFICATION. 'POOR QUALITY" IS DEFINED HEREIN 2 INSTALLATION, INSTALL PLANT MATERIAL AND PROVIDE WARRANTY PER SPECIFICATION. AS PLANT MATERIAL THAT DOES NOT SHOW LEAF PRODUCTION OR HAVE SUBSTANTIAL LEAF GROWTH AT THE TIME CONTRACTOR TAKES DELIVERY OF PLANT MATERIAL FOR INSTALLATION. GTSH 1 Irrigation Designer CITY OF CARMEL LandTech Irrigation Consultants URBAN FORESTRY 8240 Zionsville Rd. Indianapolis, IN 46268 \\WNR (317) 870-2619 Wire Basket Removal Process • Remove the burlap from the immediate trunk area of the tree. Remove any excess soil to locate and expose the trunk flare. (!f the trunk flare is buried within the root ball remove excess sort from top of ball,) • Lighting Designer • Before the tree is placed in the planting hole, remove the bottom of the basket with wire cutters cutting the \\, CM Buck & Associates i basket horizontally. PABL \� 6850 N.Guion Road Indianapolis, IN 46268 • Lift the tree into the planting space by the root ball, not the trunk. 2 (317) 293-5704 • Cut away remaining strings, burlap and plastic to expose the root ball. • Remove the rest of the wire basket by vertically cutting the basket and peeling the basket off. a ..................... PROVIDE SPADE CUT • Do riot plant the root ball too deep. The trunk flare and the top of root ball should be 1-2"above grade. EDGE ALONG PLANTING BED • Begin refilling the planting space up to the trunk flare, watering as you refill to firmly set tree. Gently tamp. WHERE BED MEETS EXISTING TURF, TYP. - SEE 5/L-503 Tree Staking Process (when necessary) RIVER ROCK MULCH BEDS • Staking shall use either a two or three-point support system. AT TREE PLANTINGS, TYP. AHA - REF. 1/L-501 • Any staking mechanism should be flexible enough to allow the stem and root system to develop strength. 7 \ a, Attach the tree to either wood or metal stakes (2"X 2" X 6') with wide plastic or nylon straps. RIVER ROCK MULCH MAINTENANCE STRIP, STRIP, • If a guy wire.;rope is used it shall be placed through hose material around each tree their twisted to secure AHOA \ ? TYP. - SEE 6/L-503 the tree in a relatively stable position. A a, ° f \ 'a; • The strap or wireirope shall be secured to each stake at an approximately right angle. Note: Stakes rnusf not be driven through the root ball. The guys and stakes shall be maintained for the duration of \\ \\\ the contract. Trees should be checked periodically to insure that the trunks are not being darnaged or girdled. All materials used to support trees shall be removed and disposed of after one year, except as otherwise directed for \ \ �\ HOLEY MOLEY SAYS trees requiring additional bracing time. A '`\\ , "CALL BEFORE YOU DIG" GUIDELINES PROVIDED BY THE CITY OF CARMEL DEPARTMENT OF URBAN FORESTRY ��`��;� `��°vim TWO WORKING DAYS PLEASE) TURFv, `,�� > 1-800-382-5544 1-800-428-5200 �` INSIDE INDIANA FROM OUTSIDE INDIANA U L-501 1 A� 1460 �9AIA ;ate: vv o, ;``�� DRAWN BY �� BBJ �+ a _ _ CHECKED BY 5� . No. �•• =_ AHA * 4154 •* AHA ;� ° '+ ..� �i 22 STATE OF j 15 TURF .. TURF ' AHA � ••�NA ' ` APPROVED BY fGG'�```pp 111 111111 , ,..:� TAPERED ISLAND _•...,, SEE SHEET 3 IN. DEEP RIVER ROCK MULCH 116TH STREET ``"` PLANTING_...B, fly. TT7 + ' + + + + + � �' COPYRIGHT NOTICE: THIS ARCHITECTURAL AND RING MATERIAL PLACED OVER WEED . • , � z .BE;:::.6�=�Q" IN WIDTH TYP. • ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND LI801 . ....••••••._._„.........,,,..•......•........•.•..............••.•..._.....••........,,.......•.•..........••.•..................---...•••••............,..,,,.,,.......•••••............•.............,. ...,... .. .,• } , x � SHALL B APPROX. ;..,..•••........••• ••• : : BARRIER. MAINTAIN WEED-FREE MULCH <°> _�:: :::........ 1 . �►_/ AGREEMENT n 1._,:a RING. �__::.•::::•::_::.•�..:......................_...•.........-....•...... NTH RATIO ARCHITECTS, INC. NO OTHER USE, 36 FROM N ; ; T TRUNK OF TREE 1.: ' , INC. t, / � ��.,,\ PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS I EA. - REF. } RIVER ROCK MULCH RING RAT 10 ALL COITION LAW RIGHTS OF COPYRIGHT AND ° GENERAL [i CONTINUOUSLY BOUNDED TURF OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. l:. NOTES r _{ BY LANDSCAPE EDGING - ASG ALUMINUM EDGING, PERMASTRIP \ 10 :: REVISIONS V.1 BY PERMALOC - PROVIDE AND INSTALL \ '` �'.•i I::;;i PER MANUFACTURERS' SPECIFICATION ••""•• ` \`\\` ' .......... ' AND INSTRUCTIONS • ii 10 ",i= ;mil ' . •. .. FINISH GRADE 1 •:..tea ... ;. ,a................:...........;........., \k\ GENERAL RNM j FROM TRANSFORMER 1. SEE SHEET LI-801 FOR LIGHTING AND SHEET TITLE M 4'-0" RAD. ELECTRICAL INFORMATION - ° 2. SEE 1 & 2/L-503 FOR TREE PLANTING DETAIL -----......_.._..._....._..................... co PLANTING PLAN : ll 116th & CLAY CENTER VERIFY 3. LIGHT LOCATIONS AND ADJUSTMENTS TO BE •........•............_•........•..•...•.............•.••••••••••................._..............••••...•••................................•............. s- FIELD APPROVED BY ARCHITECT N PROJECT NO. SHEET NUMBER RIVER ROCK MULCH RING DETAIL 2 PLANTING PLAN L-501 1/2' = 1'-0" L-501 07091.000 cn 7 � 0 0 10' 20' 40' DATE L-501 _ o 1 1 MAR 17,2008 �A .. '° \ NOTE: NOTE: a SEE SHEET L-501 FOR PLANT SCHEDULE. SEE SHEET L-503 FOR PLANTING DETAILS. GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. SEE 2/L-502 11 J , MATCHLINE 116th St. & 126th St. GTSH \ J 1 p ROUNDABOUTS , J a O Owner W PABL �• � City of Carmel, IN 2 \ \ One Civic Square Z ..., \ 2 Uj \ Carmel, IN 4603 ♦ ♦ \ \\ (317) 571-2400 T + + ` AMU �� Landscape Architect V \ i 90 RATIO Architects, Inc. x + +` CAM 2169 Glebe St., Ste.200 \ 55 , FLI U � , x + 1 75 8 907 Carmel, 2 GTSH \; Irrigation Designer x, :••"\ + Irrigation LandT e h Consultants + \ 8240 Zionsville Rd. PABL Indianapolis IN 46268 3 (317) 870-2619 85 + + + I 1 Lighting Designer 1 ' CM Buck & Associates v 6850 N.Guion Road I , I Indianapolis, IN 46268 1 I (317) 293-5704 ji SYRE 2 LITU I I LITU ABL 1 PABL 2 I I GYDI 2 I = 1 AAAB I I x i; i s; x ` HOLEY MOLEY SAYS "CALL BEFORE YOU DIG GTSH (TWO WORKING DAYS PLEASE) AAAB 1 INSIDE 4 IDE INDIANA FROM OUTSIDE INDIANA GTSH >>,,\•,< I DRAWN BY . I umnunu ` x BBJ Cs B 0 : \ CHECKED BYE Q' No. •��= / JP * 4154 * = STATE OF • APPROVED BY �� q •••D�'p'••�,` ��`� `. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND \ x \ DRAWING IS GIVEN IN CONFlDENCE AND \ x x ..�. ' '.�' ENGINEERING T � ONLY\�\ SHALL BE USED ONLY PU R PURSUANT TO THE A E E CE NT TS, INC. N EMSE DIS 1NATION OR DUPLICATION MAY BE WITHOUT AAAB PRIOR WRITTEN CONSENT OF RA110 ARCHITECTS, INC. \\ 1 \ �` RAT 10 ALL COMMON LAW RIGHTS OF COPYRIGHT AND \ p \\ n OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. o x SYRE 0 REVISIONS E LITU W I 1 , x GTSH ' I =' O\ \ \\ i I x LU o AAAa N, ..._... t It GYDI I, w\ 1 SHEET TITLE x MATCHLINE V �C�; P , I CANTING PLAN Pte. 1 L-501 MATCHLINE 116th & CLAY CENTER oCD N 0 SEE / / CD CD \ N SEE 1/L-502 1 PLANTING PLAN N 2 PLANTING PLAN N P07091000 SHEET NUMBER L-502 L-502 U 0 10' 20' 10' 0 10' 20' �0' O DATE i MAR 17, F SEE 1/L-501 2 TIMES THE BALL DIA. VN s? "z:• �� 3 STAKES WITH RUBBER TUBING AND �•\V FLAGS SEE GENERAL NOTES #3 FOR STAKING 3 STAKES WITH RUBBER TUBING AND REQUIREMENTS). STAKES ARE TO BE FLAGS (SEE GENERAL NOTES #3 FOR STAKING LOCATED WITHIN THE MULCH RING/BED. REQUIREMENTS). STAKES ARE TO BE 116th St. & 126th St. TREE WRAPPING - SEE GENERAL NOTES & SPECIFICATIONS. LOCATED WITHIN THE MULCH RING/BED. ROUNDABOUTS TREE WRAPPING - SEE GENERAL NOTES & SPECIFICATIONS. ROOT COLLAR/FLARE SHALL BE LEVEL OR 1"-2" ABOVE FINISHED GRADE ROOT COLLAR/FLARE SHALL BE LEVEL Owner GENERAL NOTES: OR 1"-2" ABOVE FINISHED GRADE REMOVE TOP 1/2 OF BURLAP AS WELL 1. TREE WRAPPING SHALL BE IN PLACE ONLY IN GENERAL City of Carmel, IN NOTES: One Civic Square AS ANY BINDERS FROM AROUND TOP MONTHS B/W OCTOBER 31 AND APRIL 1. Carmel, c 46032 OF ROOT BALL. REMOVE TOP 1/2 OF BURLAP AS WELL 1• TREE WRAPPING SHALL BE IN PLACE ONLY IN (317) 1, IN.4 6 2. TREE WRAPPING TO BE PLACED ONLY ON AS ANY BINDERS FROM AROUND TOP MONTHS B/W OCTOBER 31 AND APRIL 1. SOIL PLACEMENT SYMBOL 3 IN. DEEP RIVER ROCK MULCH OF ROOT BALL. OL KEY FINISH GRADE RING/MATERIAL. MULCH RING TO HAVE TREES WITH THIN BARK. 2. TREE WRAPPING TO BE PLACED ONLY ON FINISH GRADE 2 IN. DEEP MULCH RING/MATERIAL. DO TREES WITH THIN BARK. 4' CH TYP. MAINTAIN WEED-FREE 3. PROVIDE TREE STAKING PER CITY OF CARMEL NOT PLACE MULCH IN CONTACT WITH _ MULCH RING. STANDARDS. Landscape Architect _ - TREE TRUNK. MAINTAIN WEED-FREE 3. PROVIDE TREE STAKING PER CITY OF CARMEL MULCH RING. " RATIO Architects, Inc. 4. DO NOT HEAVILY PRUNE THE TREE AT =I II 1111 I STANDARDS. NATIVE PLUG AREAS, 8 MANUFACTURED TOPSOIL 1 -II FOR EDGE TREATMENT, SEE 1/L-501. (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND PLANTING. PRUNE ONLY CROSSOVER LIMBS, III I_TI- 2169 Glebe St., Ste.200 TREE PIT BACKFILL 1 VIII ITI 4. DO NOT HEAVILY PRUNE THE TREE AT IRRIGATION SYSTEM INFORMATION) / CO-DOMINANT LEADERS, AND BROKEN OR DEAD Carmel, IN. 46032 of 1 II- TREE PIT BACKFILL. PLANTING. PRUNE ONLY CROSSOVER LIMBS, 317 575-8907 - SCARIFY ALL SIDES OF TREE PIT. BRANCHES. SOME INTERIOR TWIGS AND LATERAL - CO-DOMINANT LEADERS, AND BROKEN OR DEAD ( ) BRANCHES MAY MI PRUNED; HOWEVER, DO NOT 1 SCARIFY ALL SIDES OF TREE PIT. BRANCHES. SOME INTERIOR TWIGS AND LATERAL TREE PITS - SEE SPECIFICATIONS TAMP SOIL AROUND ROOTBALL BASE REMOVE THE TERMINAL BUDS OF BRANCHES THAT FIRMLY WITH FOOT PRESSURE SO EXTEND TO THE EDGE OF THE CROWN. TAMP SOIL AROUND ROOTBALL BASE BRANCHES THE TERMINAL BE PRUNED; HOWEVER, DO NOT THAT BALL DOES NOT SHIFT. FIRMLY WITH FOOT PRESSURE SO EXTEND TO THE EDGE OF OF BRANCHES THAT irrigation THE CROWN. Designer 5 EACH TREE MUST BE PLANTED SUCH THAT THAT BALL DOES NOT SHIFT. PLACE ROOTBALL ON UNEXCAVATED THE TRUNK FLARE IS VISIBLE AT THE TOP OF LandTech Irrigation Consultants OR TAMPED SOIL. THE ROOT BALL. DO NOT COVER THE TOP OF 5. EACH TREE MUST BE PLANTED SUCH THAT ROOTBALL ON UNEXCAVATED THE TRUNK FLARE IS VISIBLE AT THE TOP OF 8240 Zionsville Rd. THE ROOT BALL NTH SOIL. OR TAMPED SOIL. THE ROOT BALL. DO NOT COVER THE TOP OF Indianapolis, IN 46268 TREE PLANTING DETAIL - RIVER ROCK MULCH DECIDUOUS OR EVER THE ROOT BALL WITH SOIL. (317) 870-2619 L-503 1/2" = V-0" GREEN SPECIES 2 TREE PLANTING DETAIL L-503 1/2" = 1'-0" DECIDUOUS OR EVERGREEN SPECIES Lighting Designer NOTE: CM Buck & Associates GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. 6850 N. Guion Road Indianapolis, IN 46268 / (317)293-5704 "p" "A" N0. OF PLANTS/SF \ 6" O.C. 5.2" 4.61 I I. 8" O.C. 6.93" 2.6 10" O.C. 8.66" 1.66 12" O.C. 10.4" 1'15 PROVIDE LANDSCAPE 15" O.C. 13.0" 0.738 EDGING ALONG RIVER ROCK 18" O.C. 15.6" 0.5512 12 2 MULCH BEDS AND WHERE 4" O.C. 20.8" 0.29 RIVER ROCK MAINTENANCE 30" O.C. 26.0" 0.185 STRIPS MEET TURF, 36" O.C. 30.0" 0.128 TYP. - REF. 1/L-501 & 6/L-503 RIVER ROCK MULCH - MAINTENANCE STRIP, TYP. - REF. 6/L-503 BLACK LEAF COMPOST - 2" DEPTH, BETWEEN PLUGS, TAPERING PLANT CENTER 1 „ ... ... F TO TOP OF PLUG (TYP.) m„•�,..,......•9•• • PLANT SPACING 24” (TYP.) �,...�. .�• � � ........ \��\`�; NATIVE SEDGE ALL EQUAL OR i PLUG. TOP OF PLUG AS SHOWN ON THE PLANTING�r yy FLUSH W/ SURROUNDING a: HOLEY 1 PLAN. / / MOLEY SAYS, �� y TOPSOIL. „ + CALL BEFORE YOU DIG" MANUFACTURED TOPSOIL SEE 7A-503 + + + + + + + + + + + + + + + MAN / + ++++++ + + . ; + + Y 1"1'1 11....1.i1.....1..1......11...71 111.....1 1 1 i 11 i.r..,...,i.i ..1... ....{.i..:....:i.r..�...i.:....i;i...:i..i:.....�....+..i ,: .�..,... " (TWO WORKING DAYS PLEASE) III III .III III III Ill III- III III III III III- III Ill Ili III III -III III III II_I I SUBGRADE 1-800-382-5544; , �I III III-III III III III III III III III III III III III III III j / 1-800-428-5200 �— / / ,: !1_l.. 111...1.L1....111.:...Lll_wl_Il �.1._._.1_ll Ili_�.1�.1:..111 .I��,•,ll1 .1.L1..-111 lll. I,1_L lll___.1.L1...�1.1:_...Lll•,__�•I,�,;, INSIDE INDIANA FROM OUTSIDE INDIANA 3 NATIVE PLUG PLANT � ............... \\�� ING DETAIL s\ DRAWN BY 4 3/4" 1'-0" PLANT SPACING DETAIL ; ►►IIIIiIi►►►►,�„ L-502 = - L-503 " " - _ p o wo� cS O •.....• ///' :. .. CHECKED BY :Q' O iX �� _ N • ❑F�/ / = • • V JP = 4154 • ' - ` :• STATE OF • gf APPROVED BY •.• •; iii�i7 �Ci pip NOTE: PROVIDE EDGE BETWEEN ALL TURF AND PLANiiNG AREAS UNLESS ��„ ,..,, � �� COPYRIGHT NOTICE: THIS OTHERWISE NOTED " " / O �\ ARCHITECTURAL AND 5' ` NF/ ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND 2 I LAWN I :� 1!4 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT SHARP SPADE CUT EDGE INTERIOR FACE OF WALL WITH RATIO ARCHITECTS INC. NO OTHER USE DISSEMINATION OR DUPLICATION MAY BE MADE MULCH RIVER ROCK MULCH OVER WITHOUT / PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. \1 RATIO O � I WEED BARRIER �,y�y,� \/,�'� , � u..� ,�V. RIVER ROCK MULCH BEDS ALL COMMON LAW RIGHTS OF COPYRIGHT AND PLANTING BED u- •- �w ALUMINUM LANDSCAPE EDGING AT TREE PLANTINGS, TYP OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. - REF. 1/L-501. REVISIONS _ �-F - - FINISH GRADE TOP SOIL 0 I I I III III I I-I_ L I- III - III -1 I --1 I I -III -III III- III- 1 11-=1 ' I ' ' i —� f--' � 2'-0" ) COMPACTED SUBGRADE FACE of WALL( -0" WIDTH ON EXTERIOR� I = I-1 11 -- = ! -I ._I SUBGRAD = SHEET TITLE — s TOPSOIL J=1 ! (ipI SPADE EDGE DETAIL 3" 1'-0" RIVER ROCK MULCH DETAIL & PLANTING DETAILS : � L-503 '" _ ''-°" TOPSOIL PLACEMENT PLAN N 11 -502 6th & CLAY CENTER ° 5 10 �' PROJECT NO. SHEET NUMBER 07091.000 DATE L-503 MAR 17,2008 „\ \N 116th St. & 126th St. ROUNDABOUTS Vxr � , Owner City of Carmel, IN \\ \ \ One Civic Square Carmel, IN.46032 (317) 571-2400 Landscape Architect RATIO Architects, Inc. N �. 2169 Glebe St., Ste.200 �``� ��`�� ' �� `�. Carmel IN 4603 (31 7) 575-8907 - Irrigation Designer AN LandTech Irrigation Consultants 8240 Zionsville Rd. / �� Indianapolis, IN 46268 �` • � � -------- v 0 2619 (31 7) 7 / . / \ ♦, \ ♦♦ \ \ �; I” SER\/IGE LINE FEEDING /4 3 " '� \\\ , �,''� �� Lighting Designer �, ;/ / / % ; ;/,/ //", �, `\ '\ `, \ \ \ `♦ HATER METER CM Buck & Associates O / � � � ,:_• �;„__' �;-,_ 6850 N Guion Road Indianapolis IN 46268 ....................._..... / - (37 2 1 ) 93-5704 It It It It it �\ �` � `o / I ' I / / 1 1 , 1 \ ; I / I" 18 t , , r c , I I �� f I I ' i � i IN .. It It It It- - ♦ \ 1 _.-fir_ -- •,�� ♦ \ ` DRAWN BY \ \ \ _ - - - ` ------------ - '',/-' /-'j' EXISTING SLEEVE j, BY \ \ --- --- —__ CHECKED IRR. CONTRACTOR TO __—__—___- / \ � INSTALL CONTROLLER IN \ `� \ _-_—_------ / - GAB I NET BEING INSTALLED BY OTHERS. ' ' APPROVED BY ............................................. ................... .. _.- ll \ ,,.,...... N ..., COPYRIGHT NOTICE THIS ARCHITECTURAL AND - _-— ' ENGINEERING DRAWING 15 GIVEN IN CONFIDENCE AND \ \\ \\\ \\ 4 �v =- ' SHALL BE USED ONLY PURSUANT TO THE AGREEMENT -_ DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT \\\ \\\°" RAT 1 O ARCHITECTS, INC. ..._................ \ PRIOR WRITTEN CONSENT Of RATIO �\ ... ALL OTHERWISE ARE HEREBY SPECIFICALLY REVISIONS ..... ..................... .......... ............... ................... _ 2 ....................................... Y SHEET TITLE co L .. IRRIGATION PLAN IRRIGATION PLAN CD 116th & CLAY CENTER °a F I ZAp®�sv i '°'oo°° ° N IR-701 ®®j 0 5' 10' 20' CD CN 01 ECH PROJECT N0. SHEET NUMBER Li S 07091.000 i� ® 'e m eW oe * e ® *_U Za v IRRIGATION CONSULTANTS 003249 ° (317) 870-2619 E-MAIL LANDTECH @KMCTURF.COM /°�°°°o f Leo °� `\ IR=701 U j ®® �..• °--t a000°.°O DATE '� '®®oi CkMERG� ®�®®°® MAR 17,2008 ®i®.ea............1AN MANUAL DRAIN VALVE SEE DETIAL 6 ,�� \ �t" ' � LFu" Techline CONTINUES AROUND TO A, COMPLETE CIRCLE Techline CROSS fitting 2 a �� ,• 1 1 SEE DETAIL 9 a � I LINE FLUSHING VALVE SEE SPECIFICATIONS FINISH GRADE #F-TLFV-1 TECHLINE TUBE "CROSS CONNECT" FOR DEPTH 3/4" DISC FILTER AT MIDPOINT OF CIRCLE / /\/\� \% Techline TEE SEE SPECS COMPRESSION RING PVC SUPPLY HEADER /\��//� %� O FINISHED GRADE PVC MAINLINE VALVE CONTROL UNION SCH 80 3/4' PRV 3N "NSCH 80 / \�/�\/ FF'� \ ��\�� DRIP TUBE ELBOW Techline TUBING BLANK TL (TYP.) .t ,Q, CENTER FEED PVC HEADER / GF-� 4 \ OR TEE SEE DETAIL 2 �O \\\/\j/ 4Q DRIP TUBE _ SEE SPECS (OR EXHAUST HEADER)I I - I Techline LATERAL 11 6th St. Q°& 126th `tom nn V O BLANK DRIP TUBE Techline TEE O O 6 // BLANK Techline - o ROUNDABOUTS REMOTE CONTROL 5 PVC HEADER TUBING VALVE WITH DISC f v VALVE BOX (INSTALL PER SPECS) FLOW FILTER AND PRV 7o START CONNECTION Techline 3/4° o�o�, SEE DETAIL 7 �/` SEE DETAIL 5. MALE ADAPPTER 2" MINIMUM AREA PERIMETER �J 9 QS PVC FROM VALVE OR PVC TEE (SxSxT) _ oo o Techline SHUT-OFF CLEAR Owner FEED TO NEXT DRIP VALVE #TLSOV AREA PVC PIPING 3/4" GRAVEL SUMP BLANK TUBING MAY U(��,C C��(� (U O - (� (U 0 v -Techline TUBING LATERAL (1 CUBIC FOOT) E ATTACHED TO o 0 0 00 0 0 0 0 0 0 o CI of Carmel, IN 7 n�, n�, n�, n�, (��, (�� 9 PVC TEE OUTLET) QOQOQOQOQOQOQO OQOQOQOQO( One Civic Square ORP I��`T7 ov`LY OCP OCUO o ��nW IWD� �4 Carmel, IN.46032 � (RICK jUPPORTS THREE (317)571-2400 ISOMETRIC BRICK SUPPORT 1 CU. FT. PEA M x F I.P.S COUPLING 12" x 18" PVC OR POLY (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE Techline CV - ROUNDABOUT TUBING LAYOUT 2 PVC SUPPLY HEADER END OR CENTER FEED 3 Techline START CONNECTION 4 Techline LINE FLUSHING VALVE 5 REMOTE CONTROL VALVE W 3 4" PRV 1 (PVC TO TEE) SECTION - NO SCALE W� SHUT-OFF VALVE SECTION - NO SCALE & 3/4" DISC FILTER SECTION - NO SCALE Landscape Architect DETAIL - NO SCALE RATIO Architects, Inc. 2169 Glebe St., Ste.200 Carmel, IN.46032 1 2 4 SIDE VIEW BACKFLOW PREVENTER (317) 575-8907 IY (,-COVER UNION UUo ❑❑ 000 0 ,2• MIN. Irrigation Designer ❑❑ El❑0 ❑❑BU Techline CROSS 1" °w COUPLER Drip LandTeeh Irrigation Consultants I8240 Zionsville , . . 3 I I Indianapolis, IN 46268 (317) 870-2619 0 I 4 = 1 . Provide drip irrigation for lawn areas as shown. 6 5 Techline TUBING �- PI�� AND '" 2. Drip tubing shall be fed by 1" ��pvc pipe. °eo °° °° • '°° °' ";• =1 OTHERS 3. Drip tubing shall be installed 6 below the finished grade III=11 >� d°•.v .v'.• ' . _ } FLT-- with landscape staples every 36 -III-I I-I I I I-I I-I I-III I-�11= VALVE I TOP VIEW Lighting Designer ,. 4 approximately 18 be throughout the dawn areas, starting 2 CM Buck & Associates -1 I;I I I-III III-1 I I I 3/a• METER ,. „ 6 from the edge of the curb/pavement. 6850 N. Guion Road POINT OF CONNECTION TO 2• Cross connect drip tube circles at two points in the zone; at Indianapolis, IN 46268 LEGEND SERVICE FOR IRRIGATION CONTRACTOR the point the valve connects to the zone and at a point 180° (317)293-5704 Techline C R❑S S I�RIGAT_ION CONNECTIO N Cross-connections are shown on plan. 1. ALUMINUM BATCH EL ENCLOSURE. 5. WATER SERVICE INLET PIPING. Q N 5. A Disc Filter and Pressure Regulator shall be installed immediately COLOR TO MATCH ELEC. CABINET 7 H AT SE CORNER OF SITE. 6. WATER SERVICE OUTLET PIPING. secnoN - No scALe downstream from the control valve for the drip zone. 2. BACKFLOW PREVENTER. 7. FINISH GRADE. 6. Install a Manual Drain Valve at the end point(s) of the drip zone in a valve box. 3. ANCHOR ROD (TYPICAL). 4. POURED CONCRETE BASE - 6" MIN. THICKNESS - EXTEND 4" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. Irrigation Notes Legend 6 ALUMINUM BACKFLOW ENCLOSURE N.T.S SBBG�4L 1 . This drawing is for diagrammatic purposes only. Actual layout of sprinkler heads, drip tube, valves, controller and other - - - - Mainline (1 " Class 200 PVC) equipment shall be determined on site. Minor field adjustments shall be made at no additional cost to the owner. Laterals (11 " Class 200 PVC) 2. Contractor is responsible for verifying location of all site utilities and making the necessary adjustments to the irrigation system Netafim Drip Tubing - #TLCV26-1810 for lawn area to accommodate the infrastructure. 3. Mainline and laterals shall be 1" Class 200 PVC pipe. PVC lines © feeding drip zones and lines connecting separate drip areas shall New 3/4 water meter, 1 " tap and 1" service line be 1 " PVC. - by irrigation contractor 4. All PVC fittings are to be solvent weld Schedule 40. Drip tube fittings shall be Netafim drip tube fittings. © Controller: Weathermatic Smartline #1600 5. Remote control valves shall be as noted in legend. with #SLW10 weather monitor All valves shall be installed in valve boxes with the lid mounted at ground level. Valve boxes shall be Carson 12"x18" rectangular ►/ Reduced Pressure Assembl Breaker backflow preventer (Febco #825Y-1) Lid Flush or 10" round types. All valve boxes shall contain 1/2" pea in Strong Box enclosure VSBBC-30AL With Grade gravel from the bottom of the box up to the bottom of the pipe. Curb Box 6. Quick coupling valves shall be mounted on 1" triple elbow Line-size brass ball valves (Harvard #56-100), DRAWN BY With Cover/Lid swing joints. One quick coupling key shall be provided with the in valve box. 1'-o" 5' system. % � \%%�� -up irrigation heads shall be installed o n Fu n n PiP e or 7. All P o P%% \ (verify) >I Quick Coupling Valves: HDPE Sleeve** NOTE. flexible cut-off risers, with a clearance of 6 (minimum) from Toro #474-00 Under Pvmnt the edge of any nearby paved area. ) 7) 7 Or Smaller Service Line » Weathermatic #V100 CHECKED BY c 3 8. All piping shall be installed: mainline at 18 below grade, laterals ¢S. Shall Be Direct Top Unless at 12"-16" below grade. Hunter #QCV-100 N Rainbird #5RC Approved By Carmel Utilities. 9. This irrigation system was designed assuming that at least 18 on swing joints, in valve boxes. gpm will be available at a minimum of 54 PSI static (at the a 2) Corporation Stop Shall Be point of connection). Pressure loss in the system is estimated p Electric Control Valves: APPROVED BY / Brand And Model Approved B Al 24 s.i. 1„ PP Y 10. All lateral pipe shall be pulled with a vibratory plow. The Block Riser Carmel Utilities. 'slit-dome' shall be compacted to its original grade. Weathermatic 12024EF-10 Concrete Bock 11 . Contractor is responsible for settling of ll trenches and sprinkler Toro 254-06-04 Curb Stop 3) Service Line Tap Shall Be heads for a period of one year. Irritrol 250OTF Copper Service Line 12. The irrigation controller shall be as noted in the legend. The Hunter PGV-100MM � COPYRIGHT NOTICE: THIS ARCHITECTURAL AND Installed With A Min. Horiz. „ controller shall be mounted on the electrical panel, in a box Rainbird 100-PGA ' /.�� ENGINEERING DRAWING IS GIVEN IN CONFlDENCE AND Separation of 24" provided b others, near the location shown on the Ian. The Corporation Stop Y P :��j SHALL BE USED ONLY PURSUANT TO THE AGREEMENT r owner shall provide 120V-AC power to the controller locations. Drip one Valve WITH RATIO ARCHITECTS INC. NO OTHER USE = Tapped Fu//-Circle 4) 2 Inch Taps And Smaller Electrical connections to the controller will be b the electrical P ' Wrap Around Y Toro #EZF-21-04 with pressure regulator and filter DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT Stainless Steel Water Main Shall Not Be Installed Within contractor. Irr. contractor is responsible for mounting the Pressure Reg. - Netafim #PRV075LF42 PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. Length - Varies 1'-0" 5' controller in the box and running wires to the valves and Filter - Netafim #DF075-120 RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND Service Clamp Within 78 Inches of Mechanical weather monitor. The irrigation contractor shall allow for five- (Verify) Joints And Bells. hundred feet of controller-to-weather monitor communication OTHERWISE ARE HEREBY SPECIACALLY RESERVED. p MP Rotator 3000 nozzle on 12 pop-up Spray Head body E Sleeve** � wire in the bid. �� REVISIONS (Under Pvmnt) and additional 6 riser. Z's \ t i 13. Contractor s responsible for installing the SLW10 weather sensor ra, (mounted on FunnyPipe or flexible cut-off risers): N on the light pole nearest the controller. Coordinate final location Spray Head Bodies of sensor with owner. WATER Toro 570-Z _ METER 14. All wire shall be #18 direct burial U.F. multi-cable. Cable should Weathermatic LX include two extra wires (5 wires total.) Curb Stop 15. A 1 " Quick coupling valve shall be located at the irrigation water Irritrol HS Curb Box supply point (downstream of the backflow preventer) to provide a Hunter Pro-spray With Cover/Lid a point of injection for compressed air (40 psi maximum) to purge Rainbird 1800 the system of retained water in preparation for winter shut-down Copper Service Line of the system. # Top = Zone/Controller station assignment /\ Q 16. The mainline and wires running from the roadside into the ., Bottom Left = Size of valve * Service Saddle Must Be Omitted For Services 1" And Smaller And roundabout will require a bore. Coordinating this is the # # Bottom Right = Gallons per minute for that zone SHEET TITLE Ln responsibility of the irrigation contractor. Mainline and wires may Direct Tops Mode to Ductile Iron Pipe, class 350 Or Greater. (Verify RESIDENTIAL WATER SERVIC be installed in the same sleeve. N With Owner For Pressure Class DIP.) CITY OF CARMEL WATER STANDARD DETAILS WITH CURB STOP DETAIL 17. Contractor shall warranty the system for one full year from the IRRIGATION DETAILS : ° ** For all Service Lines Installed Under Pavement Install HDPE Sleeve date of acceptance. Under Pavement Section. DUTEG NAME. 18. Contractor shall provide 'As-Built' drawings of the completed ® ®i,� 116th & CLAY CENTER DAM MARCH zoo MM& NOT TO SCALE CROSSROAD ENGIlVBBRS, PC 0114-2 installation to the owner on reproducible vellum. As-built `�� FFoz°• ��se drawings shall be the same scale as the original drawin s. �� ` °°°' %°•. ®� 9 9 , 19. Contractor shall conduct a training session with the owner (or �, Rte; representatives) demonstrating the operation of the system =� �= °w and the controller. As part of this training, contractor shall provide m *'w Z PROJECT NO. SHEET NUMBER one spring start-up and one fall shut-down of the system. IRRIGATION CONSULTANTS 003249 ° 07091.000 AF 20. Contractor shall verify location of property lines, right-of-ways, (317) 870-2619 [-MAIL LANDTECH @KMCTURF.COM s °°°•,•o ,•°°° and easements on the site. They shall confirm these locations ��i®�0,p°° °°'\P�'�� with the owner, IR-702 N then obtain the necessary permits/approvals �i,,�®�®MIU�aFt�e®�`�O DATE before installation commences. MAR 17,2008 I LIGHTING FIXTURE AND EQUIPMENT SCHEDULE ��. N �\ •. HOUSING �a� ��• TYPE QUANTITY DESCRIPTION LAMP MOUNTING 9 5/8" 1-1 10 HADCO ILN5D4 LED BRONZE FINISH 12V 12.4 WATTS LED(INCLUDED) SEE DETAIL �Ak': .1 � T 1 HADCO TBC303-15 TRANSFORMER 120V IN 12,13 14 OR 15 V OUT N/A SEE DETAIL ENCASULATED TRANSFORMER GRANULAR MATERIAL(RIVER ROCK) Z r \ MOUND UP AS SHOWN 3"WIDE,ALL SIDES NOTES: **1 EXACT LOCATION OF TRANSFORMER AND LIGHTING FIXTURES TO BE DETERMINED AT TIME OF INSTALLATION IN CONJUNCTION WITH ARCHITECT ° **2 USE SILICONE-FILLED LIQUID-TIGHT WIRE NUTS FOR ALL IN-GROUND CONNECTIONS GROUND **3 SECONDARY WIRING MUST BE SIZED AS REQUIRED TO MAINTAIN 12V AT THE FIXTURE 12 5/16" **4 RUN ALL WIRING IIN MIN.SCHEDULE 80 PVC CONDUIT CONDUIT ENTRY AREA 116th St. & 126th St. _ **5 INSTALL ALL MATERIAL PER LATEST FEDERAL,STATE AND LOCAL CODES AND ORDINANCES AND PER MANUFACTURERS INSTRUCTIONS MUST BE POTTED ROUNDABOUTS LIQUID TIGHT CONNECTOR 12V OUTPUT (BY E.C.) Owner 120V INPUT City of Carmel, IN One Civic Square Carmel, IN.46032 (317) 571-2400 TYPICAL TRANSFORMER MOUNTING 1-1-801 NOT TO SCALE Landscape Architect RATIO Architects, Inc. 2169 Glebe St., Ste.200 Carmel, IN.46032 (317)575-8907 FIXTURE HOUSING g" e Irrigation Designer SPLICE WITH LIQUID TIGHT 4 1/8' e LandTech Irrigation Consultants WIRE NUTS GRANULAR MATERIAL(RIVER ROCK) 8240 Zionsville Rd. PROVIDE AS SHOWN-SEE 11-501 Indianapolis, IN 46268 (317) 870-2619 SUBGRADE 4 318" "• ...J 8" ,,. Lighting Designer <.: ;:: �M1 CM Buck & Associates 6850 N.Guion Road Indianapolis, IN 46268 FACTORY SEALED WIREWAY (317) 293-5704 FIXTURE CABLE FEED CABLE IN PVC CONDUIT 2 TYPICAL FIXTURE MOUNTING PICAL LANDSCAPE LIGHT(TYPE L1) u-8ot NOT TO SCALE SEE SHEET L- 1 L1 1-1 1- 1-1 l TRANSFORMER(TYPE T) \ 1-1 1-1 SET IN-GROUND,SEE DETAIL 1/1-1$01 1- 1-1 1� DRAWN BY _��p A 11 111111111/////// T - SAN, A••BRO�f�'��i'i'i IN-GROUND TRANSFORMER - wQ`•�G�ST •- i� CHECKED BY NO • v% 120V WEIR FROM UTILITY BOX *: 4154 :* STATE OF •••'�'��•p'N•P• APPROVED BY • V� ENSURE ALL RUNS DO NOT INTERFERE OR CONFLICT 120V/1 P POWER W/TREE LOCATIONS OR ROOTBALLS,TYP. rA.�, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND .A ENGINEERING DRAWING IS GIVEN IN CONFlDENCE AND / IT� SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, Io N DISSEMINATION OR DUPLICATION MAY BE FADE WITHOUT N 3 ONE LINE LOGIC DIAGRAM 4 TYPICAL LIGHTING FIXTURE LAYOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECT'S, INC. o Lt-801 1-1-801 RAT I O ALL COMMON LAW RIGHTS OF COPYRIGHT AND NOT TO SCALE OTHERWISE ARE HEREBY SPECIACALLY RESERVED. 0 s' 10' 20' REVISIONS C 0 0 0 0 0 0 A o SHEET TITLE Ln 0 LIGHTING PLAN : ° 116th & CLAY CENTER cl s V PROJECT NO. SHEET NUMBER 0 07091.000 Ln DATE L1=801 0 MAR 17,2008 r` xGS Rp ---- ---------- - - - - X G S _. k 7 2r�r� _ 116th St. & 126th St. ROUNDABOUTS / - \. Owner City of Carmel, IN One Civic Square Carmel IN.46032 \ (317) 571-2400 YY ' Oak/ %GS _ ,\ G i I ►� Architects, Inc. Landscape Architect y G S .. --- -. - — - ---------------- _' _. 2169 Glebe S Ste.200 % f RATIO rc ' s i ---- ------------- --- - r�ore 61-Qr�t --- \ - — 2 - t. --_-.._..-___.. � �'� Carmel, IN.4603 -- -- L-. (317) 575-8907 ._-_._- -'--,- " Irrigation Designer = n - - _. - Irrigation Consultants v .- \ t - Irriga \ �. \ / , i i / - 240 Zionsville ./..---E r ..,...--.-- - _ - .. . - _._ - - \ - ' �� -° :t t •. _ - �� _ ___ -- :i'i - '~--.__ _ Indianapolis, IN 46268 - --------- .K - L - ;;: ----------------I----------- _. .--� '`. �' _- -_ Indian �.._ _.....-..� -_ .. ._---.._.-... -- ..........- -- - (317) 870-2619 =- -— -- -- / -- - - aE - ..... ---- - - .... -- FFT X "a ' - -................--- - u ��T� __ - ...- _:�------------------------------------- ....... __--::.:.:::::::::..—.......�;-- >�'"�----- .._.._....—--.... �-- ''� ' Lighting Designer - , F - __._. _.__. _. ._ _._._ CM Buck & Associates - Eta 38 __� more 914 m _ __ _..�.L_._._..........--- .. ��t�� R-� �r� o�s... _....- -...� '�E ST F L ST 2 a _..--...-- .....- ................................................................-------------------- \ Inds N Gus, I Road -._.............................._.._-..............._.._ ------ —__._. - - - ---- - --------------------------..............- L. Indianapolis, IN 46 6 i:..-.. .. .. ......_ - - - -....--------------- / ( 1 ) 93-5704 ..-...._ ........ ... .._.. _.._....---- K ..__ ------- .... �_...t-..... _..... .--tiY F l.. ..... ............... ....... `-, E \\ ---...............................-----._.;-- ii ..... ._....._....................... ..... e i \\ .....--_.............._------._........_._. ..... ..,. �.0 K .----- --- _---- - ------------ --- - - --X,, CL ST , C E S-T--- - _._ C ------------------------------------- - - __-- -E� ST J,. - - F' EC CL ST _ -"-Y __ .._: : � >C Speed L ire - \ , ...- ... -- ...... ---------------------------------- - - ................................................................................-- . E I} - ;!. _ �_ T ` - E P - - -_ _ - 0 143B _.E _ , Sto I In A ? == : ` -10 , ; . � is _ u An pf P Jl P y � 'P i T �S , T { W P__ J, , f v -'� � � Sir � :� TR� _ . E I i i , I X ELo/2 ;- FOR REFERENCE ' EW2 \ ST j T1 ONLY -......- ...... -- - -..........._...__. ----------------- -- - ........... - -... - \ i\X,, .......... T ,i I f -- --------------- DRAWN BY `�:..- - - ----------------------- - - - - \ - ._ i F � CJ f r / i CGS %` Stop Si 1 CHECKED BY —r _ — — 1 — — E I --- --- ....... - \ i i � —xGS �\ `N, ---------------------- -------, \\ '` i �� iT `� APPROVED BY --------- I 3 / E ` ' G S - " ----- ---- ----- -- F L x E G E P , E G ;F-C E -- I - --------- ; >>\ � �' P , t. t A ---- ------ \ N ! \\ — ------- - ---------— \ c, ._ AND r _ P ... .. .. / ' - COPYRIGHT N0110E THIS ARCHITECTURAL \ I i I I ` i i l CTi - - - — - -- ---- -- — — .. - - — — - .. ....... G DRAWING IS GIVEN IN CONFlDENCE AND I _ ENGINEERING a Y1 e r UFA' : SHALL BE USED ONLY PURSUANT TO THE AGREEMENT 44`, S T ;x_.' , WITH RATIO ARCHITECTS, INC. NO OTHER USE, r f t DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT hc, Bow' �` alpa 61Or�r� \ ; € 10�Blf T S T �µ i 1 PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. i yt RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND 31 I T; I ! i ,f\, ,' if OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. GS C o n t r ST REVISIONS SISRECT 0 0 11 X E G ; 0 0 - -- 0 f -------- �..\ j) XGS A ECG XGS ;t �✓.__ �1... `� Post f tt ,l i ate SHEET TITLE f ' G - '" ,,i\ , s \ REFERENCE SITE PLAN/ LD ' ate Post E QPW�GS r TB SITE SURVEY n�mm 116th & DITCH oo 'jo I I I N PROJECT NO. SHEET NUMBER SITE SURVEY 07091.000 Jc- L> - 0 20! �� DATE R-101 MAR 17, 2008 W \.. t'Jit .....:.....----.____-- SITE CLEARING KEY NOTES: 1Q REMOVE CORRUGATED CONCRETE PAVEMENT - SALVAGE AGGREGATE BASE FOR RE-USE IN PLACE. 116th St. & 126th St. WHERE APPLICABLE, RECYCLE DEMOLISHED CONCRETE PAVEMENT FOR USE AS COMPACTED ROUNDABOUTS AGGREGATE BASE UNDER NEW TRUCK APRON OR FOR SITE WALL FOUNDATION. �2 EXISTING CURB AND GUTTER TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. CONTRACTOR IS REQUIRED TO REPLACE ANY SECTIONS OF CURB AND GUTTER DAMAGED DURING CONSTRUCTION. Owner City of Carmel, IN One Civic Square Carmel, IN.46032 (317)571-2400 Landscape Architect +/ �+ RATIO Architects, Inc. / 2169 Glebe St., Ste.200 /} Carmel, IN.46032 + + (317)575-8907 \ Irrigation Designer / L \ andTech Irrigation Consultants + 8240 Zionsville Rd. Indianapolis, IN 46268 (317) 870-2619 1 2 Lighting Designer —— —— — CM Buck & Associates CONSTRUCTION LIMIT LINE 6850 N.Guion Road Indianapolis, IN 46268 (317)293-5704 / n ` ea / ev / ° 1 a �d e 1 _ � e q. ' I � d I HOLEY MOLEY SAYS, ad )7CALL BEFORE YOU DIG d 1 (TWO WORKING DAYS PLEASE) 1-800-382-5544 1-800-428-5200 INSIDE INDIANA FROM OUTSIDE INDIANA � n e a e / DRAWN BY ``` ��0\\\\\P IIIIIIBII►/e/�j B B J v�O` •••••••• 0�/// a ° / CHECKED BY ♦ , No. ♦ _ \ e , JP = * 4154 • ' _ \ STATE OF APPROVED BY ��i/ q •'•D ••N'� `p0�� 1 ♦ \� ° d 44. /'CONSTRUCTION LIMIT LINE G ♦♦ \ e° . °°. . ° d.' / 1 ♦ e ♦ \ _ �' �, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ♦ .A ENGINEERING DRAWING IS GIVEN IN CONADENCE AND 1 ♦ 2 .-4 b'T4 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT ♦ WITH RATIO ARCHITECTS, INC. NO OTHER USE, ♦ DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT L _ ♦` 1 PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RAT I O ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPEGFlCALLY RESERVED. REVISIONS CONSTRUCTION LIMIT LINE — !' (COORDINATE W/ ELECTRICAL CABINET INSTALLATION _ AND WATER MAIN INSTALLATION / I SHEET TITLE SITE CLEARING PLAN : 116th & DITCH NOTE: GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. SITE CLEARING PLAN N PROJECT NO. SHEET NUMBER 07091.000 L-101 ° 5 '°' � DATE L=1 01 MAR 17,2008 • CONCRETE COLORING AND JOINTING SPECIFICATION: GENERAL SITEWORK NOTES. 1. SITE SURVEY INFORMATION AND AS CONDITION INFORMATION IS PROVIDED BY Description concrete for roundabout truck aprons as shown on the plans. f OWNER FOR REFERENCE ONLY AND WAS NOT PREPARED BY RATIO ARCHITECTS, INC. This work shall consist of the coloring and jointing of SURVEYOR THEREIN IS THE SOLE RESPONSIBILITY OF THE ` INFORMATION CONTAINED Submittals AND IS THEREFORE EXPRESSLY EXCLUDED FROM CERTIFICATION BY RATIO ARCHITECTS, INC. Verification \ \\\\ A. Samples for Color Ver " P I indicate general color and may vary from concrete finished in field according to Specifications. � � \ :: EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS 1. Submit sample chips of specified colors indicating color additive numbers and required dosage rates. Samples g 2 B. Product Data: For each type of manufactured material and product indicated. BASED UPON INFORMATION AVAILABLE AT THE TIME. CONTRACTOR IS RESPONSIBLE €. �t ND UTILITIES C. Colored Concrete Mock-Up: DETERMINING EXACT LOCATIONS OF ALL EXISTING UNDERGROUND rchitect and as indicated on drawings, place and finish 4 feet x 4 feet area for each type of finish specified. Demonstrate methods of obtaining consistent visual appearance, including materials, workmanship, and curing method to be used throughout Project. FOR 1. At location on Project selected by A AND REPAIRING OR REPLACING DAMAGE DONE TO THEM DURING THE COURSE OF 1e � a 2. Retain samples of cements, sands, aggregates and color additives used in mock-up for comparison with materials used in remaining Work. � � _ a=��_�-'�° ��•\ EXPLORATION, LOCATION AND CONSTRUCTION. TO HAVE EXISTING UNDERGROUND P 3. Accepted mock-up provides visual standard for work of Section. UTILITIES LOCATED AND IDENTIFIED, CONTACT INDIANA UNDERGROUND PLANT PROTECTION SERVICE AT 1-800-382-5544. 4. Mock-up may remain as part of Work, as directed by Architect. Remove when no longer required for comparison with finished work. 116th St. & 126th St. 3. CONTRACTOR IS RESPONSIBLE FOR COSTS ASSOCIATED WITH DISCONNECTING, Materials REMOVING OR RELOCATING EXISTING UTILITIES, CONNECTING TO EXISTING A. Concrete shall be in accordance with the plans and Section 500 of INDOT standard Specifications. ROUNDABOUT UTICITIES AND COORDINATION AND INSTALLATION ASSOCIATED WITH B. The concrete color shall be "GREEN SLATE" as manufactured by DAVIS COLORS; phone 800-356-4848, e-mail info®daviscolors.com, or internet www.daviscolors.com or an approved equal. NEW UTILITIES. C. Colored concrete will be an integral coloring application, with coloring additives mixed in accordance with manufacturer's instructions. Mix until color additives are uniformly dispersed throughout mixture. D. Curing Compound for Colored Concrete: Curing compound shall comply with ASTM C309 and be approved by color additive manufacturer for use with colored concrete. Provide JS Crystal Clear cure and seal, or an approved equal. 4. TAKE PARTICULAR CARE WHEN EXCAVATING NEAR AND AROUND EXISTING UTILITY E. Admixtures: Do not use calcium chloride admixtures. LINES AND EQUIPMENT SO AS NOT TO CAUSE DAMAGE. VERIFY COVER REQUIREMENTS Owner WITH APPLICABLE UTILITY COMPANY. WHEN EXCAVATING AROUND OR OVER Construction Requirements UTILITY COMPANY SO THAT REPRESENTATIVE MAY BE A. Prepare subgrade and install colored concrete in accordance with the plans and Section tr500 of NDOlTb Standard d Specs cat on ,cex ep as noted herein. oundabout in a 24" grid pattern. City of Carmel, IN EXISTING UTILITIES, NOTIFY U p PRESENT TO OBSERVE AND INSTRUCT DURING WORK. B. Joints shall be tooled in patterns indicated on plans, or as noted herein. Roundab p g g joints g One Civic Square Tooled Joins: Form joints after initial floating by grooving and finishing each edge of joint with grooving tool to a �,4 inch radius. Repeat grooving of contraction after applying surface finishes. Eliminate tool marks on concrete surfaces. Edges of colored concrete not contained by standard concrete Carmel, IN. 46032 C. Too 1 5. VALVES, MANHOLES, UTILITY BOXES AND SIMILAR STRUCTURES NOT DESIGNATED shall be tooled in the same manner. (317) 571-2400 FOR REMOVAL SHALL BE PROTECTED AND ADJUSTED TO NEW FINISH ELEVATIONS D. Finish: Colored concrete shall have a broomed finish. Pull broom across freshly floated concrete to produce texture indicated in straight lines perpendicular to main line of traffic. Do not dampen brooms. Roundabout truck aprons shall have a light broom finish. BY CONTRACTOR. E. Curing: Apply curing compound for colored concrete in accordance with manufacturers instructions. Apply curing compound at consistent time for each pour to maintain close color consistency. F. Protect adjacent finished surfaces from splatters. 6. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND G. Do not add water to concrete at job site, fog or spray surface with water, or put into pumps or onto tools or brooms. The only finishing product that will be permitted as a substitute for water will be Fritz-Pak Control Finish, or approved equal. FIELD CONDITIONS PRIOR TO STARTING WORK, AND IS RESPONSIBLE FOR ALL FIELD H. Do not apply color additives meant for integral coloring to surface of concrete. •.... Landscape Architect DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS RATIO Architects, Inc. *� x\ AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY. x x +/ \+ 2169 Glebe St., Ste.200 7. SITE DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO SURVEY LINES, / \ Carmel, IN. 46032 (317) 575-8907 PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. DIMENSIONS GIVEN ARE NOT EXACT AND ARE ONLY TO AID THE CONTRACTOR. /+ + 8. PROVIDE POSITIVE SURFACE DRAINAGE ON ALL SURFACES WITHOUT PONDING / DURING CONSTRUCTION AND FOLLOWING COMPLETION. TEST FOR AND CORRECT ANY + Irrigation Designer PONDING CONDITIONS. PROVIDE SMOOTH TRANSITIONS BETWEEN NEW AREAS / + LandTech Irrigation Consultants AND EXISTING FEATURES. } \ 8240 Zionsville Rd. 9. PROPOSED SPOT ELEVATIONS INDICATED ARE FINAL PAVEMENT OR FINAL GRADE / ELEVATIONS. REFER TO APPROPRIATE DETAILS TO DETERMINE SUBGRADE + Indianapolis, 46268 + \ (317) 870-2619 9 ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. / 10. ALL WORK SHALL COMPLY WITH STATE AND LOCAL REGULATIONS. / \+ Lighting Designer 11. REPAIR EXISTING PAVEMENT, CURBS AND IMPROVEMENTS DAMAGED OR DISTURBED + ER CM Buck & Associates BY CONSTRUCTION TO ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. / 12. CONCRETE CURBS SHALL BE TOOLED TO COORDINATE WITH MOVEMENT AND JOINT + + Indianapolis,N.Gus, I Road \ Indi IN 46268 SPACING OF ADJACENT SIDEWALKS. / } +� (317)293-5704 13. ALL RADII ARE 5'-0" UNLESS NOTED OTHERWISE. x 14. REPAIR EXISTING LAWN AND PLANTING AREAS DISTURBED BY CONSTRUCTION TO i ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. PROVIDE ADDITIONAL TOPSOIL \ TO RESTORE GRADE ELEVATIONS TO EXISTING AND SEED OR SOD IF REQUIRED. i a _- ....I--j - - CONSTRUCTION LIMIT LINE ''.~ 15. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED OR USED BY OWNER OR OTHERS WITHOUT PRIOR APPROVAL FROM OWNER. Al 61 - ' '( AS SHALL BE SODDED UNLESS OTHERWISE NOTED AS ''X �\ '' 16. ALL DISTURBED ARE � ;�� D1 PLANTING AREA. SODDING SHALL EXTEND TO PROPERTY LINES WITHIN CONSTRUCTION \ CONSTRUCTIO N LIMITS OR EDGE OF STREET UNLESS NOTED OTHERWISE. �.. 17. PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNAGE, BARRICADES, BARRIERS, ETC., \ TO COMPLY WITH ALL APPLICABLE LOCAL STANDARDS. L1 B3 / �. TYP. 18. IF EXISTING ACTIVE FIELD DRAINAGE SYSTEMS ARE ENCOUNTERED DURING NOTIFY ARCHITECT IMMEDIATELY IN PREPARATION FOR CONSTRUCTION, N M TO ITS ORIGINAL CONDITION AND DRAINAGE PATTERN. RECONSTRUCTING SYSTEM ,1 19. REMOVE EXISTING STRUCTURES, IMPROVEMENTS, TREES, PLANTING MATERIAL, FENCING, ETC. WITHIN CONSTRUCTION LIMITS ACCORDING TO CONTRACT DOCUMENTS 116TH STREET AND PROPERLY DISPOSE OF OFF SITE. BURNING ON SITE IS PROHIBITED. ©' HOLEY MOLEY SAYS, -3: 'ti_~ - _- TURF - 1 BEFORE YOU DIG" 20. REFER TO IRRIGATION PLAN FOR LOCATION(S) OF IRRIGATION SYSTEM AND ' GA�� I SYSTEM COMPONENTS. � (TWO WORKING DAYS PLEASE) -- } o -800-382-5544 - - - 21. CONTRACTOR SHALL REFER TO THE CITY OF CARMEL STANDARDS AND L1 Al 1 1 8O 428 5 INSIDE INDIANA FROM OUTSIDE INDIANA SPECIFICATIONS AND THE INDIANA DEPARTMENT OF TRANSPORTATION B2 O - - 131 STANDARDS AND SPECIFICATIONS, DATED 2008, FOR WORK INDICATED ON j THESE PLANS. I U1 DRAWN BY D1 ka - L1 TURF l BBJ `O1p P::...R��fi p10 1 / / NO CHECKED BY • JP ' =3� 4154 CONTRACTOR TO PROVIDE WALL \ . PAVING MOCK-UPS IN THIS ��'- / *"; STATE OF GENERAL KEY NOTES: AND P - B, •• p,.; GENE AREA = ` x ROVED BY •�jVp�•AN'� \ \� APP SURFACES '�� ` �� n iilil► �� L1 � / OAl TRUCK APRON, CONCRETE PAVING, COLORED AND PATTERNED, 7" THICKNESS, CLASS 'A', ON #53 AGGREGATE BASE SEE SPECIFICATION ON SHEET L-201 & DETAILS ON SHEET L-301. TURF � � COPYRIGHT NOTICE: THIS ARCHITECTURAL AND CURBS AND EDGES ,'` �' rAK \ �\ �\ Al 62 �\ :44 7/ SHALL BEIN USED AONLY IPURSUUANT IN TO THE DAGREEMENT s B1 CONCRETE CURB, 6 - SEE SHEET L-202 & DETAIL 1/L-301. \� \ , �. CONSTRUCTION LIMIT LINE I WITH RATIO ARCHITECTS, INC. NO OTHER USE, B2 MAINTENANCE STRIP, RIVER ROCK SURFACE, LANDSCAPE EDGING - SEE DETAIL 2/L-502. U2 ' ~7--_' 1 ~ , DISSEMINATION OR DUPLICATION MAY BE MADE WITH O _ -.-... _....: t- ` `� / PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS I I - RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND 63 MULCH RING, RIVER ROCK SURFACE, LANDSCAPE EDGING - SEE DETAIL 1/L-501. \ ER \ / ER N l OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. I _ REVISIONS WALLS AND FENCES D1 STONE WALL, STACKED AND MORTARED - SEE SHEET L-202. PROVIDE ELECTRICAL LIGHTING SUPPLY & DISTRIBUTION CABINET PER DWGS. ER �\ L1 TREE UPLIGHTS - SEE SHEET LI-801. AND SPECS. IN THIS GENERAL LOCATION. ACTUAL �\ LOCATION TO BE ' UTILITIES COORDINATED BETWEEN '. z U1 ELECTRICAL TRANSFORMER FOR SITE LIGHTING - COORDINATE W/ SHEET LI-801. CONTRACTOR AND ARCHITECT ON SITE - U2 BORE UNDER ROAD AND INSTALL CONDUIT FOR IRRIGATION AND ELECTRICAL FEEDS. SEE SHEET LI-801 SHEET TITLE O SIT E KEY P LAN : N U3 PROVIDE ELECTRICAL SUPPLY & DISTRIBUTION CABINET AND INFRASTRUCTURE - COORDINATE W/ SHEETS IR-701 APPROXIMATE LOCATION & LI-801. OF WATER LINE TAP ER 116th & DITCH AND WATER MAIN - COORDINATE 00 EXISTING SITE FEATURES W/ SHEET IR-701 C,CNI ER EXISTING, CONSTRUCTED SITE FEATURES TO REMAIN IN PLACE o " - PROJECT NO. SHEET NUMBER O � N N 07091.000 LANDSCAPE ABBREVIATIONS TURF SODDED TURF. _10' SITE KEY PLAN DATE L-201 NOTE: 2 A i !1I r1lVln1/ KInTCC nkl TWIc cuFFT APPI Y Tn Al i wnRK ON ALL SHEETS IN 9n. MAR 17,2008 SEE 2/L202 FOR TOP OF WALL STACKED AND MORTARED STONE FENCE. PROVIDE SOLID CUT SEE 3/L202 FOR MORTAR PLACEMENT. SANDSTONE INSET TO LAYOUT PLAN DETAIL. ALIGN WITH CURB. RECESS FACE OF SOLID A INTENT IS TO ACHIEVE A DRY-STACKED � \ 3 APPEARANCE ON ELEVATION. L-202 PIECE APPORX. 1 IN JOINT SIZE: MIN.=J", MAX.=4". FROM FACE OF WALL ON EITHER SIDE \ 851.43 ��. PATTERN NOT DRAWN, BUT - \\\ CONTINUES. °O CL Uj FINISH GRADE - SEE 0- ° Z z I� I_ GRADING PLAN. a o cn Q CD 116th St. & 126th St. ROUNDABOUTS CONCRETE CURB - - SEE 1/L-301 - - -- --- --- -- -- -- --- -- -- -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - Owner BOTTOM OF CONCRETE City of Carmel, IN FOOTING - CONSTANT One Civic Square ELEVATION Carmel, IN. 46032 (317) 571-2400 STONEWALL ELEVATION Landscape Architect -zoz 1/2" = 1'-0" RATIO Architects, Inc. 2169 Glebe St., Ste.200 JOINTS ON TOP OF WALL NOTE: TO BE MORTARED SOLID - JOINT SIZE: MIN. = Y8", MAX. = Y2", TYP. Carmel, - 07 (317)575-8907 PROVIDE DEEP RAKED JOINT AND SLOPE NOTE: JOINT AS NOTED PROVIDE HIGH POINT IN MORTAR JOINTS THAT ARE PERPENDICULAR TO WALL FACES AND SLOPE JOINTS TO WALL FACES, TYP. - REF. 5/L-202 Irrigation Designer LandTech Irrigation Consultants ' 8240 Zionsville EXISTING CONCRETE ROLL Indianapolis, IN 46268 HP ;- HP CURB TO REMAIN, TYP. STACKED AND MORTARED STONE (317) 870-2619 ~ ( o z 3'-0" WALLS. REF. DETAILS SHEET L-202 F- ;I l 1 � 0 .14 t ;1 1 If 3_ N: 171 E: -'_ 55458.11 I 1 I , I = r Lighting Designer CM Buck & Associates 6850 N.Guion Road l rt 1 ( I stir- TYPE 1 STONE, STACKED AND / , Indianapolis, IN 46268 MORTARED IN PLACE AS INDICATED IN l (317)293-5704 ALTERNATE LAYING STONES �= -4" TO FAC 3-0 3/L-202 12 TYP r � ON TOP OF WALL SO THAT LARGE \ '�^\ OF CURB AND WALL J STONES SPAN MIN. Y4 THE WIDTH OF THE INTERFACE N: 171394.93 % / 35'-3" R. WALL AS INDICATED SEE 6/L-202 FOR LAYOUT AND OVERALL WALL DIMENSIONS ��' 2,-2 E: 55557.8j3 2 TOP OF WALL - STONE PATTERN PLAN �, ;� �. L-202 26'-0" R. L-202 1-1/2" = 1'-0" N: 171355.71 30'-0" - E: 553 7.02 D N: 171289.42 1 E: 55724.16 L-202 PROVIDE FULL MORTAR JOINT (HEAD JOINT) ON 'f- O Z REF. 2/L-202 FOR TOP TOP OF WALL - PROVIDE o 3 OF WALL STONE LAYOUT 1 -0 HIGH POINT IN MIDDLE OF MORTAR AND SLOPE L-202 O f NOMINAL REF. 2/L-202 FOR TOP 1'-0" __ i' - N: 171230.67 / � JOINT TO WALL FACES, TYP. - SEE 5/L-202 OF WALL STONE LAYOUT NOMINAL : 55409.84 � -- N: 171161.91 - I E: 55500.11 NATURAL STONE, ' STACKED IN MONOLITHIC 851.43 STONE, STACKED _ _ HOLD MORTAR BACK IN JOINT AND MORTARED - ; - 4'-0" R., TYP 3 FASHION AND MORTARED -- -1 ._._ N: 171163.90 90� / �� CAVITY TO PROVIDE DRY STACKED SEE 3/L-202 IN PLACE - TYPE 1 STONE PER I „ E: 55577.08 N: 55 27.79 L-301 APPEARANCE ON VERTICAL WALL FACES, TYP. 55259.67 p 1'-5 E: 55577.03 E: 55725.34 ! HOLEY MOLEY SAYS, SPECIFICATION - MORTAR COLOR TO MATCH STONE - O _ _ CALL BEFORE YOU DIG" NOTE: 24 #4 BARS, VERT., ® 24" 1 -5 � '— - 7 #4 TYP. INTERIOR ' �' (TWO WORKING DAYS PLEASE) JOINT SIZES: MIN. = Y8". MAX. = Y2 TYP. FACE 1-800-428-5200 REF. 3 L-202 'N'' w 'l _ O PROVIDE HAND TIGHT JOINTS TO THE #3 BARS, HOR., CONT. © 24" / - I EXTENT POSSIBLE AND DEEP RAKE FOR WALL < _ 0� 1-800-3NDAANA 4 O 1'-0" TYP. OC, EA. WAY, TYP. ION ' ,�, I 4'-6" TYP., INSIDE INDIANA FROM OUTSIDE INDIANA MORTAR JOINTS TO PROVIDE DRY w ALUMINUM LANDSCAPE EDGING TYP. BETWEEN SECT VERIFY w 2 STACKED APPEARANCE Q 3" 3" LAWN AND STONE � � 1 � L-202 --.-�;' DRAWN BY FINISH GRADE - TURF%; �� " �`: °�, FINISH GRADE - TURF FINISH GRADE - TURF FINISH GRADE - TURF . \ \a te \ \�\\\\ti"\\�\\�\"�\\�� . — �. ,,,�,;,. . ..; ,\ 'x_ - o ��`�� BR�� ''% f ::;; ..c�::�:Y:. . \ - N: 171030.10 `` �11�p1111 % t �� :. :.. ii "` �.. i \�� 20 0``° �;• o s : :..........: : :... ; • \ E: 55317. , :........: t .,..;.., : �.�� \\\\\\�\ sr . ?� �_ \: \ \. \.: \ TRANSFORMER 1 Q` . y — ♦ i ELECTRICAL ;.;__ - 1 . . :........... : • �•..�,• �.� •� •�� L 301 0 � . 3 : __.: ATION TO v • • 3 DEEP RIVER C - ;._ _ TO STREET \\ :\\•�\�;' .__.. \ \ .\\ \ ' VAULT LO L 202 0 •Q� ROCK MAINTENANCE .\ \ ' BE FIELD - CHECKED BY __ NQ. ; �__ STRIP, TYP BOTH 847.00 • . b >t,,c; ,c ,.,,-7 \�\\\\\\\. :. :: :. APPROVED BY X Q I 7`� ►�; ? 3000 PSI CONCRETE "• 4154 SIDES OF WALL. : • ., 1 -6 _ \\\ \ � .. ARCHITECT JP = •* CD r ` :. SLAB FOOTING �N\: \\._ \\��\\\ �;. O r. ;* STATE OF E x UPLIGHTS, i •MAN• ;` APPROVED BY ��i' ••...•• ``po „ Y ARCHITECT ` / \� ly TYP LOCATIONS � �.,. �� GRADE t ; ; ..........I I : : .... JPROVEDTB TECT` i - t = AND AD TO BE ` 3 2 � �7��7// COMPACTED SUB .........• . ........... . •.. •:;:'• � • AGGREGATE BASE, 12 FIELD AP � L 20 L 301 ..:......:.: : ..:......... : : ... .... TED _ :........ : : ......: ? :_..:: DEPTH, #53 STONE COMPACTED , E: 155624.14 N: 170929:80 / 55435 E: COPYRIGHT NOTICE: THIS ARCHITECTURAL AND 4 STONE FENCE END ELEVATION '�� 2'-2" TO FACE OF CURB 818.71 �� '•• ,\ ; N: 170 ENGINEERING DRAWING IS GIVEN IN CoNFlDENCE AND z 3 STONE WALLSECTION 3 4' = 1'-0' i �. � 12 TYP. \ ,\ � SHALL BE USED ONLY PURSUANT TO THE AGREEMENT L-202 -202 / �� \ J ND WALL INTERFACE E: 55542.11 \ ;�,` STACKED AND MORTARED STONE ,• ' - 3/4" = v � WITH RATIO ARCHITECTS, INC. NO OTHER USE, % DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT 3 .X` 3'-0" WALL. REF. DETAILS SHEET L-202 PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. R I O ALL COMMON LAW RIGHTS OF COPYRIGHT AND AT i OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED / REVISIONS p WHERE PERPINDICULAR JOINTS i ABUT ANOTHER STONE, PROVIDE WHERE JOINT SPANS ENTIRE HIGH POINT IN MORTAR JOINT WIDTH OF WALL, PROVIDE AT STONE FACE, TYP. = HIGH POINT IN MIDDLE OF JOINT, ' I TYP. D PROVIDE 1% WASH ON Q PROVIDE BORE AND NEW MORTAR JOINTS ON TOP OF SLEEVES FOR ELECTRICAL AND WALL AS INDICATED IRRIGATION RUNS ZL r - ROUNDABOUTISLAND � COORDINATE LOCATION OF z � ELECTRICAL PANEL BOX, ELECTRICAL SLOPE DEEP-RAKED JOINT CONTROLS, IRRIGATION CONTROLS, WATER LINE SHEET TITLE TO WALL FACES TO PROVIDE TAP AND BACKFLOW DRAINAGE FOR WATER PREVENTOR FOR IRRIGATION SUPPLY AND SLEEVE SITE LAYOUT PLAN BORING TO ISLAND IN THIS AREA i 116th & DITCH co NOTE: i ° O PROVIDE JOINT CONSTRUCTION AS O INDICATED P RPNDICU ARRTORTHENTS N U I N PROJECT N0. SHEET NUMBER CD WALL FACES, TYP. 6 PLAN ENLARGEMENT 07091.000 w� NOTE: L-202 1/8" = 1'-0" L=202 GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. DATE w r--W w I I MAR 17,2008 F HOLD TOPSOIL DOWN Y" FROM TOP OF ..... CURB WHERE LANDSCAPE PLANTING PROVIDE RADIUS ON .051 *1" �. �\ ��\. AREA MEETS BACK OF CURB EXPOSED FACE, TYP. GRADING PLAN KEY !, \ ` „ ,\ 7" \ \ \� PROVIDE LIGHT BROOM \ TURF PLANTING AREA 6" Q \�� FINISH TO EXPOSED . 4-9.99 EXISTING SPOT ELEVATION � Op TOPSOIL CONCRETE, TYP. PROPOSED SPOT ELEVATION 16 CONCRETE TRUCK APRON SPOT ELEVATION — TOP OF CURB/BOTTOM OF CURB 116th St. & 126th St. TC SPOT ELEVATION — TOP OF CURB ROUNDABOUTS v o COMPACTED v v ° SUBGRADE, TYP. \ ``\ SPOT ELEVATION - TOP OF WALL/BOTTOM OF WALL BW SPOT ELEVATION - BOTTOM OF WALL Owner CLASS A MODIFIED City of Carmel, IN CONCRETE CURB, BARRIER, :; ::::: \`\:\ ;'?', ° PER INDOT E 605-CCSJ-01 ;`\`\ _ \ ; ° \ \ \ \ , `\ LP SPOT ELEVATION — LOW POINT One Civic Square : .:�<.:;•,..y� ,, , Carmel, IN.46032 (317)571-2400 HP SPOT ELEVATION - HIGH POINT BARRIERCURB A T TRUCK A PROM MEET EXISTING GRADE Landscape Architect NO SCALE 2% RATIO Architects, Inc. PERCENT SLOPE ACROSS SURFACE 2169 Glebe St., Ste.200 NOTE: Carmel, IN.46032 PROVIDE TOOLED CONTROL JOINT FOR EVERY 6' — ALIGN 317)575-8907 CONTROL JOINTS W/EVERY THIRD (3RD) JOINT ON TRUCK APRON Irrigation Designer LandTech Irrigation Consultants C/ T Y OF CA RMEL STANDARDS STANDARD 8240 Zionsville Rd. DRAWING Indianapolis, IN 46268 (317) 870-2619 BARRIER CURB AT RAB TRUCK APRON DETAIL XX-XX Lighting Designer 1 BARRIER CURB AT TRUCK APRON CM Buck & Associates L-301 NOT TO SCALE 6850 N.Guion Road Indianapolis, IN 46268 SEE 1/L-301 (317)293-5704 TC 847.42 CONCRETE TRUCK APRON - IBC 847.92 COLORED CONCRETE W/ SAWCUT JOINT PATTERN. SEE 3/L-301 - REF. SPECIFICATION ON L-301 PROVIDE JOINT IN CENTER OF APRON PER DETAIL 3/L-301 +/ 2'-0" +/ 2'-O" EXPANSION JOINT \ \ \ \ FT. WASH, TYP. EXISTING ROLL CURB j TW 851.43 \� \\�\� / AND GUTTER BW848.04 x TC 848.60 a d a BC 848.10 \ ZA , 4 d r ,,•; �, ; ,��, , TREE REF DETAILS 2 & 301 AREAS, TYP. - t :..I ' ! ��;:�,,__�I,I�,i ,��I-I,-I E. ,rI G•I ,r �•-. `�(� ....�....•:.....':.."...'.�....�•.;.�.....�-._:..-..:...':�,.�..f,...�,�F ...�..�.t.'....,.�•-==�,; � / RIVER ROCK W ITHIN FOR TRUCK APRON PATTERN ..................•............. ....• ....._ AND CURB DETAILS METAL EDGING.4 � p (I-Ti ......... COMPACTED GRANULAR AGGREGATE \ BASE, TYPE '0' #53 STONE TURF \ \ HOLEY MOLEY SAYS, CALL BEFORE YOU DIG„ NEW �,•�`° COMPACTED SUBGRADE, TYP. / \i C...RI� -......x....,..,1..,.......,.1,t t:.......-'... S�. / �yQ (TWO WORKING DAYS PLEASE) / \ _ STONE WALL _ \ TRUCK APRON 1-800-382-5544 1-800-428-5200 2 TRUCK APRON DETAIL MAINTENANCE I O STRIP \ INSIDE INDIANA FROM OUTSIDE INDIANA L-301 1== _ 1'-0" / TC 848.23 / TC 848.91 TC 848.20 1 BC 847.73 BC 848.41 IBC 847.70 DRAWN BY 849.43 HP TC 847.52 ```��ov�AuulB �i ��''''i TW 851.43 I BC 847.02 BBJ �� ••�SrF��y�,,�� TRUCK APRON RADIAL JOINT DETAIL // BW849.40 CHECKED �••�G 9�a• �'� L - _ _ * 4154 * RAB c — 24p TW 851.43 STATE OF BW 849.40 I CENTER '!� •!NDI ANP'• �� ro APPROVED BY v !r- a �� 111111 NE WALL C7 n 1 R VOER ROCK NEW 6" NEW 6" CURB ll Q \ r— \ MAINTENANCE STRIP CURB / COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ti��•Q� /.: ENGINEERING DRAWING IS GIVEN IN CONRDENCE AND O \ SAO EXISTING . 41 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT C-) T1 �,\ dye' CURB AND WITH RATIO ARCHITECTS, INC. NO OTHER USE, Q GUTTER DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. z n _ RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIACALLY RESERVED. —A RAB NOTES: \ GRADE GENTLY AND fTl CENTER / ` EVENLY FROM TOP REVISIONS TRUCK APRON JOINTS SHALL BE RADIAL TO THE CENTER TC 848.55 OF CURB TO I— BC 848.05 CENTER OF ROUNDABOUT, A D I POINT OF THE ROUNDABOUT IN A 24 GRID PATTERN , TYP. rn Cj� ITC 847.87 TW 851.43 --I TRUCK APRON TO BE 7" OF CLASS 'A' CONCRETE ON \ BC 847.37 BW848.00 z �\ MINIMUM OF 6" #53 STONE` —H CONCRETE TO BE BROOM FINISHED PERPENDICULAR TO ROAD a TO BE IMPLEMENTED AS DIRECTED BY CITY ENGINEER. 00 ,� SHEET TITLE N SITE GRADING PLAN : Cn 116th & DITCH O D> Z� N Z PROJECT NO. SHEET NUMBER D ° NOTE. 4 GRADING PLAN ENLARGEMENT 07091.000 TRUCK APRON PATTERN DETAIL GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. L-301 1/8" = 1'-0" DATE L=301 I L-3ot NOT TO SCALE MAR 17,2008 o '„ ` ��rugs�..J,•a�,�` � 0� �\\ CITY OF CARMEL NOTE: NOTE: URBAN FORESTRY ALL PLANT MATERIAL NOTED "BY OWNER" SHALL BE OBTAINED BY CONTRACTOR FROM CONTRACTOR SHALL RESERVE THE RIGHT TO SUBSTITUTE PLANT MATERIAL TMT NURSURIES, PH. 317.867.3691. CONTACT: SUZIE DUBOIS. CONTRACTOR SHALL NOT W/ APPROVAL OF ARCHITECT SHOULD PROPOSED MATERIAL THAT IS 116th St. & 126th St. APPLY ANY UNIT OR MATERIAL COST TO HIS/HER BID FOR PLANT MATERIAL DENOTED "BY OWNER" BE DEEMED OF POOR QUALITY OR OF QUALITY NOT WORTHY Wire Basket Removal Process AS SUCH. CONTRACTOR SHALL TAKE DELIVERY OF PLANT MATERIAL AT TIME OF OF INSTALLATION OR WARRANTY PER SPECIFICATION. "POOR QUALITY" IS DEFINED HEREIN ROUNDABOUTS INSTALLATION, INSTALL PLANT MATERIAL AND PROVIDE WARRANTY PER SPECIFICATION. AS PLANT MATERIAL THAT DOES NOT SHOW LEAF PRODUCTION OR HAVE SUBSTANTIAL LEAF • Remove the burlap from the immediate trunk area of the tree. Remove any excess sail to locate and GROWTH AT THE TIME CONTRACTOR TAKES DELIVERY OF PLANT MATERIAL FOR INSTALLATION. expose the trunk flare. (I€the trunk flare is burled within the root ball remove excess soil from top of ball.) • Before the tree is placed in the planting hole, remove the bottom of the basket with wire cutters cutting the Owner basket horizontally. + City of Carmel, IN Lift the tree into the planting space by the root ball, not the trunk. PLANT SCHEDULE One Civic Square Carmel, IN. 46032 • Cut away remaining strings, burlap and plastic to expose the root ball. (317)571-2400 Key_____ Qty. Botanical Name Common Name Size Remarks ----- - -- — -------- ------ ------- ---------- --- --------._.... --L--- ----- –-- ------ -------- ---------------- - - ----- -------- • Remove the rest of the wire basket by vertically cutting the basket and peeling the basket off. TREE !SHRUBS PABL T �Platanus x acerifolia 'Bloodgood' IBloodgood London Planetree I2 1/2" cal. ISymmetrical, B&B, PROVIDED BY OWNER • Do not plant the root ball too deep. The trunk flare and the top of root ball should be 1-2"above grade, _ _ Landscape Architect • Begin refilling the planting space up to the trunk flare,watering as you refill to firmly set tree. Gently tamp. RATIO Architects, Inc. Tree Staking Process (when necessary) NOTE: 2169 Glebe St., Ste.200 Carmel, IN.46032 • Slaking shall use either a two or three-point support system. SEE SHEET L-502 FOR PLANTING DETAILS AND TOPSOIL PLACEMENT PLAN. (317)575-8907 • Any staking mechanism should be flexible enough to allow the stem and root system to develop strength. Attach the tree to either wood or metal stakes (2" X 2" X 6') with wide plastic or nylon straps. }� • If a guy wire/rope is used it shall be placed through hose material around each tree then twisted to secure \+ Irrigation Designer/ the tree in a relatively stable position. \RIVER ROCK MAINTENANCE EDGES LandTech Irrigation Consultants+ 8240 Zionsville Rd. } • The strap or wire/rope shall be secured to each stake at an approximately right angle. / AT SITE WALLS, TYP. - \ Indianapolis IN 46268 + REF. 2/L-502 + (317) 870-2619 Note: Stakes must not be driven through the root ball The guys and stakes shall be maintained for the duration of the contract. Trees should be checked periodically to insure that the trunks are not being damaged or girdled. All / \ materials used to support trees shall be removed and disposed of after one year, except as otherwise directed for + + trees requiring additional bracing time. j Lighting Designer + CM Buck & Associates �+ GUIDELINES PROVIDED BY THE CITY OF CARMEL DEPARTMENT OF URBAN FORESTRY + 6850 N.Guion Road Indianapolis, IN 46268 RIVER ROCK MULCH BEDS (317) 293-5704 AT TREE PLANTINGS, TYP. - REF. 1/L-501 i i.. TURF ... i y Xf Y:. 116TH STREET L-501 PABL - TURF ; HOLEY MOLEY SAYS, i .,. "CALL BEFORE YOU DIG" AT (TWO WORKING DAYS PLEASE) -i" TURF TURF 1-800-382-5544 1-800-428-5200 - INSIDE INDIANA FROM OUTSIDE INDIANA TURF - - DRAWN BY BBJ , %��.X%SrFR•, ti ltk CHECKED BY •;Q' NO �% �=. • _ 4154 :* JP – • STATE OF% T ' X %X` APPROVED BY �i'' �•��!QIAN.p';C F � m mm E`o��`�• T SEE S HEET- 3 IN. DEEP RIVER ROCK MULCH SEE S — 1�� :� � . � �., �- \ LI-801 RING/MATERIAL PLACED OVER WEED f TURF ' L COPYRIGHT NOTICE: THIS ARCHITECTURAL AND BARRIER. MAINTAIN WEED FREE MULCH APPROX. — °' '` ` '' °" - ENGINEERING DRAWING IS GIVEN IN CONFlDENCE AND 36" FROM ? RING. ice' - ; . SHALL BE USED ONLY PURSUANT TO THE AGREEMENT TRUNK OF TREE l: WITH RATIO ARCH( l � IECTS, INC. NO OTHER USE, l: DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT EA. - REF. l:.#i RIVER ROCK MULCH RING PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. GENERAL ,'1 CONTINUOUSLY BOUNDED I;:. L t, � BY LANDSCAPE EDGING - ,�,' RATIO OTHERWSEOARE W RIGHTS OF COPYRIGHT AND NOTES HEREBY SPECIHCALLY RESERVED. ALUMINUM EDGING, PERMASTRIP t: BY PERMALOC - PROVIDE AND INSTALL REVISIONS L is PER MANUFACTURERS' SPECIFICATION AND INSTRUCTIONS tip: �,:: .•, Ik \ i \` �, FINISH GRADE ,. i s .... 0 ` GENERAL NOTES: FROM TRANSFORMER 1. SEE SHEET LI-801 FOR LIGHTING AND = CN 4'-0" RAID. ELECTRICAL INFORMATION (� SHEET TITLE o 2. SEE 1/L-502 FOR TREE PLANTING DETAIL PLANTING PLAN CN 0 VERIFY FIELD APPROVED BY ARCHITECT ADJUSTMENTS TO BE 116th & DITCH U s RIVER ROCK MULCH RING DETAIL NOTE: 2 PLANTING PLAN N PROJECT NO. SHEET NUMBER L-501 1/2" = 1'-0" GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. L-5o1 07091.000 U 1020'° 5� ' 2 L-501 DATE MAR 17,2008 SEE 1/L-501 / \ 'k \ } +/ +\ 116th St. & 126th St. +� ROUNDABOUTS / NOTE: REPAIR AND REPLACE ANY EXISTING TURF } / DAMAGED AS A RESULT OF PLANTING BED 3 STAKES WITH RUBBER TUBING AND J INSTALLATION, TYP. FLAGS (SEE GENERAL NOTES #3 FOR STAKING Owner REQUIREMENTS). STAKES ARE TO BE City of Carmel, IN LOCATED WITHIN THE MULCH RING/BED. One Civic Carmel, I N TREE WRAPPING - SEE GENERAL NOTES & SPECIFICATIONS. r 'l f tl"_.r ( �.__, .4 ;:t--a" C, ;� <' RIVER ROCK MULCH - (317)571-2400 MAINTENANCE STRIP, ROOT COLLAR/FLARE SHALL BE LEVEL ;%� . \ y . ! TYP. - REF. 2/L-502 OR 1"-2" ABOVE FINISHED GRADE GENERAL NOTES: �. f Landscape Architect REMOVE TOP 1 2 OF BURLAP AS WELL 1. TREE WRAPPING SHALL BE IN PLACE ONLY IN RATIO Architects, Inc. AS ANY BINDERS FROM AROUND TOP MONTHS B/W OCTOBER 31 AND APRIL 1. f \ Carmel, N 46032e.200 OF ROOT BALL. / 2. TREE WRAPPING TO BE PLACED ONLY ON y 3 IN. DEEP RIVER ROCK MULCH TREES WITH THIN BARK. ` =\ (317)575-8907 FINISH GRADE RING/MATERIAL. MULCH RING TO HAVE a, 4' RAD., TYP. MAINTAIN WEED-FREE 3. PROVIDE TREE STAKING PER CITY OF CARMEL RIVER ROCK MULCH BEDS MULCH RING. STANDARDS. �'!= -_�, •� � AT TREE PLANTINGS, TYP Q. REF. 1/L-501. Irrigation Designer •�;:_- - =III 1.1 III \= 4. DO NOT HEAVILY PRUNE THE TREE AT FOR EDGE TREATMENT, SEE 1/L-501. PLANTING. PRUNE ONLY CROSSOVER LIMBS, LandTech Irrigation Consultants 1 VIII = TREE PIT BACKFILL. -DOMINANT LEADERS AND BROKEN OR DEAD -/- CO TURF 8240 Zionsville Rd. 1 SCARIFY ALL SIDES OF TREE PIT. BRANCHES. SOME INTERIOR TWIGS AND LATERAL Indianapolis, IN 46268 BRANCHES MAY BE PRUNED; HOWEVER,ER, DO NTHAT 1 ( ) TAMP SOIL AROUND ROOTBALL BASE REMOVE THE TERMINAL BUDS OF BR 317 870-2619 EXTEND TO THE EDGE OF THE CROWN. o o FIRMLY WITH FOOT PRESSURE SO II -�THAT BALL DOES NOT SHIFT. ' 5. EACH TREE MUST BE PLANTED SUCH THAT _ Lighting Designer Li ,_a THE TRUNK FLARE IS VISIBLE AT THE TOP OF 1 I `l 4 -� PLACE ROOTBALL ON UNEXCAVATED THE ROOT BALL. DO NOT COVER THE TOP OF - OR TAMPED SOIL. �� CM Buck & Associates THE ROOT BALL WITH SOIL. " 6850 N.Guion Road TURF" Indianapolis, IN 46268 (317) 293-5704 - ER ROCK MULCH DECIDUOUS OR EVERGREEN SPECIES TREE PLANTING DETAIL RIVER L-502 1/2' _ 11-0" X / `\-�` r ;: .; :�• PROVIDE LANDSCAPE EDGING ALONG RIVER ROCK ` FACE OF WALL 1 j MULCH BEDS AND WHERE RIVER ROCK MAINTENANCE ' RIVER ROCK MULCH OVER \ ; ./' STRIPS MEET TURF, WEED BARRIER TYP. - REF. 1/L-501 ALUMINUM LANDSCAPE EDGING & 5/L-502 HOLEY MOLEY SAYS, / "CALL BEFORE YOU DIG" / FINISH GRADE - TURF (TWO WORKING DAYS PLEASE) 1-800-382-5544 1-800-428-5200 00o INSIDE INDIANA FROM OUTSIDE INDIANA \ I_ -- II -I ---- DRAWN BY COMPACTED SUBGRADE ```��oo��P,uuIBR,o„��,��''i 1'-0" C0 BBJ �.� srF9•.r�t �,2 N CHECKED BY :Q No • • 3 TOPSOIL PLACEMENT PLAN JID 4154 ' 2 RIVER ROCK MULCH AT WALLS DETAIL *�: STATE OF L-502 1" - 1'-0" L-502 ��''' ••.�jVDI•AN•P `````� 0 5' 1o' 20' APPROVED BY \ . � •,,,,,, �� 111111 �`````` �/.:, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFlDENCE AND :�.j SHALL BE USED ONLY PURSUANT TO THE AGREEMENT SOIL PLACEMENT SYMBOL KEY WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT of RATIO ARCHITECTS, INC. RATIO TURF AREAS, APPROX. 5"-6" IMPORTED TOPSOIL OR AS ALL COMMON LAW RIGHTS OF COPYRIGHT AND N NEEDED TO MEET GRADES SHOWN ON GRADING PLAN R' OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. V (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND IRRIGATION SYSTEM INFORMATION) REVISIONS TURF AREAS, APPROX. 12"-18" IMPORTED TOPSOIL OR AS NEEDED TO MEET GRADES SHOWN ON GRADING PLAN TURF (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND IRRIGATION SYSTEM INFORMATION) J TREE PITS - SEE SPECIFICATIONS V V Y SHEET TITLE � Q TOPSOIL PLACEMENT NOTE: o & PLANTING DETAILS CD o GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. 116th & DITCH 0 , o PROJECT NO. SHEET NUMBER 07091.000 as v DATE L=502 c 11 MAR 17,2008 IN�\ \moo r t + \ ac owl'- } / 116th St. & 126th St. + \+ ROUNDABOUTS Owner } City of Carmel, IN / One Civic Square + Carmel, IN.46032 (317)571-2400 x��x Landscape Architect RATIO Architects, Inc. _•� i r j 2169 Glebe St., Ste.200 • ., -____---------- i ~,y`` Carmel, IN.46032 (317) 575-8907 / / ,/' ---- �= \_ `\ signer - *" /. -'...... !- � = \� `` \ Irrigation De - �` � `` LandTech Irrigation Consultants 8240 Zionsville Rd. , , �\ x Indianapolis, IN 46268 (317) 870-2619 Lighting Designer CM Buck & Associates \I \I \I 6850 N.Guion Road Indianapolis, IN 46268 O 1 293 704- 1 1 1 1 1 3 7 5 '.. ------ --------- ........................ 1 1 I X11 � � , ,• , III ; . 1 ------- - .., --- 1 INSTALL VALVES NEAR HALL IN i LAWN AREA. ;h \; f I I I DRAWN BY / IRR. CONTRACTOR TO INSTALL CONTROLLER IN CABINET BEING CHECKED BY INSTALLED BY OTHERS. APPROVED BY '' / COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONADENCE AND :A 1,Tj SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RAT 10 OTHERWISE ARE HEREBY R PEECIACALL ESERVED. u hi M REVISIONS Ln A I" TAP ON HATER LINE I" SERVICE LINE FEED I NO 3/4" HATER METER } 0 0 7 r. SHEET TITLE LD CD N � �0 N IRRIGATION PLAN : IRRIGATION PLAN 116th & DITCH IR-701 `��®®� �F F,ZAA,c�®®i�� 0 5' 10' 20' :$5. e„moo ° 'R,�•, '® PROJECT N0. SHEET NUMBER L - ECH ® * ze * ® IRRIGATION CONSULTANTS 07091.000 003249 °e' Z (317) 870-2619 E-MAIL LANDTECH @DKMCTURF.COM IR=701 DATE i MAR 17, 2008 MANUAL DRAIN VALVE , SEE DETIAL 6 �` t \ �'<p) °' F LF Techline CONTINUES AROUND TO COMPLETE CIRCLE Techline CROSS fitting 2 1 LINE FLUSHING VALVE a; I SEE DETAIL 9 O SEE SPECIFICATIONS FINISH GRADE #F-TLFV-1 FOR DEPTH COMPRESSION RING 3/4 DISC FILTER \ \� TECHLINE TUBE "CROSS CONNECT" /// �� SEE SPECS 344" I AT MIDPOINT OF CIRCLE �� /\/ �\ �/\ Techline TEE PVC MAINLINE REMOTE CONTROL 3 4 SCH 80 3/4 PRV SCH 80 FINISHED GRADE (T�) VALVE UNION UION Ja PVC SUPPLY HEADER / / F,� �\\/ Techline TUBING BLANK TL /\ �� \\ OR TEE BE ELBOW I I I _ CENTER FEED PVC HEADER / 4 /%�\% - : 1 1 I 116th St. . SEE DETAIL 2 3 /\/�/ O4 DRIP TUBE _ - (OR hIEXHAUST RHEADER) n n & 126th St O �� O - SEE SPECS Techline TEE BLANK DRIP TUBE 0 ROUNDABOUTS (i F,� // BLANK Techline O REMOTE CONTROL 5 ��\ O PVC HEADER TUBING ` (INSTALL OPER SPECS) FLAW VALVE WITH DISC FILTER AND PRV O START CONNECTION Techline 3/4" o i SEE DETAIL 7 SEE DETAIL 5. MALE ADAPTER 1 0ou 2" MINIMUM I 8 8 PVC FROM VALVE OR PVC TEE (SxSxT) o� o Techline SHUT-OFF CLEAR I Owner AREA PERIMETER g O - VALVE #TLSOV U„L/-�„".,�/-�-�, _ \-/ _ v - `/ �/ - , I FEED TO NEXT DRIP 3 4" GRAVEL SUMP PVC PIPING / (BLANK TUBING MAY o 0 0 0 0 0 0 0 0 0 0 o City of Carmel, IN AREA (1 CUBIC FOOT) BE ATTACHED TO Techline TUBING LATERAL 7 OUTLET) nn000000000 �,0n 0�,0 0 0n 0�,0n 0�,0(�0�,0(�0�,0 0n 0^0 Q 0000 o One Civic Square Og PVC TEE 'o`P o`:'�q�`t P o`FP o` P PP o , t P^�,C� ^ ^4 Carmel, IN.46032 BRICK SUPPORTS (317) 571-2400 PERIMETER LATERALS BRICK SUPPORT 1 CU. FT. PEA M x F I.P.S COUPLING 12" x 18" PVC OR POLY 2" TO 4" FROM EDGE ISOMETRIC (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL Techline CV - ROUNDABOUT TUBING LAYOUT PVC SUPPLY HEADER END OR CENTER FEED 3 Techline START CONNECTION (:EyT/ecSh li ne LINE FLUSHING VALVE REMOTE CONTROL VALVE W 3 4" PRV Landscape Architect P VC TO T�EE WHUT-OFF VALVE & 3/4" DISC FILTER RATIO Architects, Inc. DETAIL - NO SCALE SECTION - NO SCALE SECTION - NO SCALE SECTION - NO SCALE 2169 Glebe St., Ste.200 Carmel, IN. 46032 (317)575-8907 BACKFLOW PREVENTER 1 2 4 SIDE VIEW COVER Dri p Irrigation Irrigation Designer 12• MIN. LandTech Irrigation Consultants 000 HU 000 0 Techline CROSS 1• �VAUILVE COUPLER 1. Provide drip irrigation for lawn areas as shown. 8240 Zionsville Rd. �� 0�� 2 _ 2. Drip tubing shall be fed by 1 pvc pipe. • i , . Indianapolis, IN 46268 3. Drip tubing shall be installed 6" below the finished grade (317) 870-2619 with landscape staples every 36". ed rows/circles 3 - 7 4 _ 1•.. 4. approximately ately 118"be apart throughout l the slawn areas, st rtin 2" METER AND s 5 _ Techline TUBING PIT BY 1 from the edge of the curb/pvement. g y v • '• OTHERS T FLOW-- II1=ll o� I VALVE Cross connect drip tube circles at two points in the zone; at Lighting Designer -III-III-I I I I-I I-I I-III -III; TOP VIEW 11=III=III= =III=III=111= -_III- - � the point the valve connects to the zone and at a point 180' 5 3/4• METER p p CM Buck &Associates ,• ,• Cross-connections are shown on plan. s 5 doDwnstreamr f om thes control v allveo shall thebdrip szolne. immediately 6850 N.Indiana Road POINT OF CONNECTION TO 2• Indiana olis, IN 46268 SERVICE FOR IRRIGATION CONTRACTOR 6. Install a Manual Drain Valve at the end point(s) of the drip zone (317)293-5704 LEGEND 1. ALUMINUM BACKFLOW ENCLOSURE. 5. WATER SERVICE INLET PIPING. Techline C R S S 8 CONNECTION in a valve OX. COLOR TO MATCH ELEC. CABINET AT SE CORNER OF SITE. 6. WATER SERVICE OUTLET PIPING. secnoN - Na scALE 2. BACKFLOW PREVENTER. 7. FINISH GRADE. 3. ANCHOR ROD (TYPICAL). o o on otes � e g e n 4. POURED CONCRETE BASE 6 Irri n a MIN. THICKNESS - EXTEND 4" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. 1. This drawing is for diagrammatic purposes only. Actual layout _ Mainline (1" Class 200 PVC) of sprinkler heads, drip tube, valves, controller and other - - - A LU M I N U M B AC K FLO W ENCLOSURE equipment shall be determined on site. Minor field adjustments 6 shall be made at no additional cost to the owner. Laterals (1" Class 200 PVC) N.T.S sT36C�L 2. Contractor is responsible for verifying location of all site utilities and making the necessary adjustments to the irrigation system ___-__-__- Netafim Drip Tubing - #TLCV26-1810 for lawn area to accommodate the infrastructure. 3. Mainline and laterals shall be 1" Class 200 PVC pipe. PVC lines © New 3/4" water meter, 1" tap and 1" service line feeding drip zones and lines connecting separate drip areas shall - by irrigation contractor be 1" PVC. 4. All PVC fittings are to be solvent weld Schedule 40. Drip tube fittings shall be Netafim drip tube fittings. Controller: Weathermatic Smartline #1600 5. Remote control valves shall be as noted in legend. with #SLW10 weather monitor All valves shall be installed in valve boxes with the lid mounted at ground level. Valve boxes shall be Carson 12"08" rectangular Reduced Pressure Assembly Breaker backflow preventer (Febco #825Y-1) or 10" round types. All valve boxes shall contain 1/2" pea in Strong Box enclosure #SBBC-30AL gravel from the bottom of the box up to the bottom of the pipe. 6. Quick coupling valves shall be mounted on 1 " triple elbow ( Line-size brass ball valves (Harvard #56-100), swing joints. One quick coupling key shall be provided with the in valve box. Lid Flush system. With Grade 7. All pop-up irrigation heads shall be instal led��on FunnyPipe, or >11 Quick Coupling Valves: DRAWN BY Curb Box flexible cut-off risers, with a clearance of 6 (minimum) from Toro #474-00 With Cover/Lid the edge of any nearby paved area. Weathermatic #V100 \ � �\�\�\�\�\��\�� 8. All piping shall be installed: mainline at 18 below grade, laterals Hunter #QCV-100 -7,\% � � �� at 12 -16" below grade. Rainbird #5RC (Verify) NOTE. 9. This irrigation system was designed assuming that at least 18 on swing joints, in valve boxes. HDPE Sleeve** „ gpm will be available at a minimum of 54 PSI static (at the (Under Pvmnt) 1) 1 Or Smaller Service Line CHECKED Shall Be Direct Top Unless point 4 of Sconnection). Pressure loss in the system is estimated Electric Control Valves: 4s �n Approved B Carmel Utilities. 10. All lateral pipe shall be pulled with a vibratory plow. The Ln \ pP y I Weathermatic 12024EF-10 slit-dome shall be compacted to its original grade. 0 2) Corporation Stop Shall Be 11. Contractor is responsible for settling of all trenches and sprinkler Toro 254-06-04 APPROVED BY heads fora period of one year. Irritrol 2500TF Brand And Mode/ Approved By 12. The irrigation controller shall be as noted in the legend. The Hunter 1100-PGA-1 Block Riser Carmel Utilities. controller shall be mounted on the electrical panel, in a box Rainbird j Concrete Block provided by others, near the location shown on the plan. The Curb stop 3) Service Line Tap Sha/I Be owner shall provide 120V-AC power to the controller locations. Drip Zone Valve COPYRIGHT NOTICE: THIS ARCHITECTURAL AND Copper Service Line Installed With A Min. HOrlZ. Electrical connections to the controller will be by the electrical Toro #EZF-21-04 with pressure regulator and filter ' '.�� ENGINEERING DRAWING IS GIVEN IN CONRDENCE AND „ contractor. Irr. contractor is responsible for mounting the Pressure Reg. - Netafim #PRV075LF42 :4 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT DF075-120 # Separation of 24 controller in the box and running wires to the valves and Filter - Netafim ��-� WITH RATIO ARCHITECTS, INC. NO OTHER USE, Corporation Stop weather monitor. The irrigation contractor shall allow for five- Tapped Full-Circle 4 2 Inch Tops And Smaller DISSEMINATION C DUPLICATION MAY C MADE WITHOUT ) p hundred feet of controller-to-weather monitor communication � � MP Rotator 3000 nozzle on 4" pop-up Spray Head body PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. fl° Wrap Around Water Main Shall Not Be Installed Within wire in the bid. (mounted on FunnyPipe or flexible cut-off risers): RAT 10 ALL COMMON LAW RIGHTS OF COPYRIGHT AND Stain/ess Steel Length - Varies 1'-0" 5' 13. Contractor is responsible for installing the SLW10 weather sensor _pray Head Bodies OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. p 9 Within 18 Inches of Mechanical Toro 570-Z Service Clamp on the light pole nearest the controller. Coordinate final location Cl) (Verify) Joints And Bells. of sensor with owner. OF I HDPE Sleeve** � Weathermatic LX REVISIONS (Under levee" 14. All wire shall be #18 direct burial U.F. multi-cable. Cable should Irritrol HS Pvmnt ID i include two extra wires (5 wires total.) Hunter Pro-spray o, 15. A 1" Quick coupling valve shall be located at the irrigation water Rainbird 1800 supply point (downstream of the backflow preventer) to provide a WATER o uErER a point of injection for compressed air (40 psi maximum) to purge - the system of retained water in preparation for winter shut-down # Top = Zone/Controller station assignment �v i Curb Stop of the system. Bottom Left = Size of valve Curb Box 16. The mainline and wires running from the roadside into the # Bottom Right = Gallons per minute for that zone With Cover/Lid roundabout will require a bore. Coordinating this Is the Y responsibility of the irrigation contractor. Mainline and wires may Copper Service Line be installed in the some sleeve. 17. Contractor shall warranty the system for one full year from the SHEET TITLE date of acceptance. * Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Tops Made to Ductile Iron Pipe, Coss 350 Or Greater. Verif 18. Contractor shall provide 'As-Built' drawings of the completed IRRIGATION DETAILS with Owner For Pressure class DIP.) ( y CITY OF CARMEL �'�` RESIDENTIAL WATER SERVIC installation to the owner on reproducible vellum. As-built `�®�o��FF Zqp ,// STANDARD DETAILS WITH CURB STOP DETAIL drawings shall be the some scale as the original drawings. ,°.••e'°'°°y., �i o° ** For a// Service Lines Installed Under Pavement Instal/ HDPE Sleeve 19. Contractor shall conduct a training session with the owner (Or ° .Fo, 116th & DITCH Under Pavement Section. DRM BY: D> -N�: representatives) demonstrating the operation of the system �� ;� iN MARCH 200 NOT TO SCALE c[tossxoAD SNG1Q�113i6RS, PC CW4-2 and the controller. As part of this training, contractor shall provide 'w a= ° 0 0 one spring start-up and one fall shut-down of the system. IRRIGATION CONSULTANTS % * ° Z•' ° s3 20. Contractor shall verify location of property lines, right-of-ways, 003249 ;Z! - i (317) 870-2619 E-MAIL LANDTECH @KMCTURFCCM /� o,o �,.� PROJECT N0. SHEET NUMBER and easements on henh obtain thehenecessary permits/approvajsions ! ,'�i�4®C✓,pMMERGxP�x§ 07091.000 with the owner, before installation commences. 00 DATE IR=702 LL cn 010 MAR 17,20 LIGHTING FIXTURE AND EQUIPMENT SCHEDULE HOUSING , V N J. LAMP MOUNTING "P" SIZE CABINET WITHOUT VENTS TYPE QUANTITY DESCRIPTION L1 10 HADCO ILN5D4 LED BRONZE FINISH 12V 12.4 LED INCLUDED WATTS (INCLUDED) SEE DETAIL POWER 518" T 1 HADCO TBC303-15 TRANSFORMER 120V IN 12,13,14 OR 15 V OUT N/A SEE DETAIL ,�� ELECTRICAL 9 a\\ � �� •� \ '� OX GRANULAR MATERIAL(RIVER AND CONTROL B ER ROCK SEE DETAIL 2 ENCASULATED TRANSFORMER MOUND UP AS SHOWN NOTES: 3"WIDE,ALL SIDES **1 EXACT LOCATION OF TRANSFORMER AND LIGHTING FIXTURES TO BE DETERMINED AT TIME OF INSTALLATION IN CONJUNCTION WITH ARCHITECTS :TD LIGHTING POWER I I I I **2 USE SILICONE-FILLED LIQUID-TIGHT WIRE NUTS FOR ALL IN-GROUND CONNECTIONS AND CONTROL AREA ';' **3 SECONDARY WIRING MUST BE SIZED AS REQUIRED TO MAINTAIN 12V AT THE FIXTURE ja ;;.N�..:. I ... GROUND .. ^� **4 RUN ALL WIRING IIN MIN.SCHEDULE 80 PVC CONDUIT STREET LIGHT LOCATION FOR FUTURE I I �." 12 5116" CONDUIT ENTRY AREA **5 INSTALL ALL MATERIAL PER LATEST FEDERAL,STATE AND LOCAL CODES AND ORDINANCES AND PER MANUFACTURERS INSTRUCTIONS WEATHER STATION (WEATHER STATION aI I L — — " ° ': MUST BE POTTED 116th St. & 126th St. BY OTHERS), CONFIRM LOCATION WITH oI I OWNER _ ` = ROUNDABOUTS IRRIGATION — CONTROLLER I LIQUID TIGHT CONNECTOR (BY OTHERS) I (BY E.C.) 12V OUTPUT r Owner GRADE 120V INPUT _ _ ,_ ; GRADE --f— • • • • -;- _ .. lt- City of Carmel, IN ' DETERMINE ON SITE • '' • ,,��.f . !•• : . . .•: . \;X` �'; f r_=s One Civic Square M. • .� : •�.. ; `k,- '� .�, � Carmel, IN.46032 �• •• :�� ,� I f• r ;. :;l.�:y: ` ��y•.�;:• \ C' 7`�i (317)571-2400 .. ' , j. ; , •. 3/4" CONDUIT AND PULL STRING y. "��'�� ••' •1• .; :�.�� TO TRANSFORMER MOUNTING r } ;a.r:.k• •. . CONDUIT 'x;y .• FOR CONTROL WIRING TO '�'.�'f�••' ' -••:I' • UTILITY CONNECTION, Lt 80 SECONDARY CO 3 TYPICAL • �'R• •�,•• ri1 iii• - • WEATHER STATION (FOR aE.* �' •'•C +•.+,.•� ,•�, t • . L+..•rl�, .. •t '''.�. I NOT TO SCALE _ CONFIRM t �•� .��..;'4 IRRIGATION CONTRACTOR) '-'�`'fi;'; ••"% ; •'y" UTILITY. ' •� •`•" •• 'r ' '• ' I Landscape Architect RATIO Architects, Inc. CONDUIT REQUIRED TYPICAL LANDSCAPE LIGHT(TYPE L1) ,.� ;k�' 2169 Glebe St., Ste.200 FOR LIGHTING CIRCUITS. SEE SHEET L-201 Carmel, IN. 46032 FIXTURE HOUSING (317) 575-8907 2 - 4" CONDUIT AND PULL STRING FOR CONTROL I' WIRING TO VALVES FOR IRRIGATION CONTRACTOR) AND RAB LIGHT FIXTURES BY OTHERS. CAP 2' INSIDE RAB ' �- - ° CURB OR TRUCK APRON. 4118" i SPLICE WITH LIQUID TIGHT ,, Irrigation Designer WIRE NUTS GRANULAR MATERIAL(RIVER ROCK) _(r / _.�._ LandTech Irrigation Consultants PROVIDE AS SHOWN-SEE 1/L-501 � _ '�--- 8240 Zionsville Rd. SERVICE AND CONTROL CABINET DETAIL Indianapolis, IN 46268 =:i' ( 1 ) 70-2619 1 SUBGRADE t _t� � 3 7 8 NOT TO SCALE 4 318" NOTES: : r _, --i P T a° O1 NOTCH EXISTING CONCRETE BASE AND INSTALL CONDUIT, PATCH WITH :: TRANSFORMER(TY SOCIateS :.:.= L..-_. r '_ , _ Lighting Designer GROUT (ONLY REQUIRED WHERE POLE FOUNDATION ALREADY EXISTS). : SET IN- ROUND,SEE DETAIL 1/L1 01 1 SE. OTHERWISE, INSTALL CONDUIT BEFORE POURING BA ''' \ ° 50 N Guion Road CM Buck s FACTORY SEALED WIREWAY 68 120V POWER FROM UTILITY BOX 46268 i ;• Indianapolis, IN - (317) 293-5704 E AND CONTROL CABINET DETAIL 1 SERVICE FIXTURE CABLE -sot PROVIDED BY CROSSROAD ENGINEERS Lt NOT TO SCALE DETAIL BY OTHERS AND P FEED CABLE IN PVC CONDUIT "x \ 4 TYPICAL FIXTURE MOUNTING L1-801 � CIRCUIT BREAKERS NOT TO SCALE \ `� F ELECTRICAL POWER AND CONTROL BOX /`'� �� SIZE TO BE DETERMINED BY CONTRACTOR / 1. �' /� \\� ; y J . \. \7- i CD CD CD CV CV N N i I 0 0 0 0 i STREET LIGHTING I CIRCUIT BREAKERS CONTROLS L1 L1 0 0 0 0 I i ° I F I L1 LOCATION PANEL BOX T01 BE DEOTERMIINED NFI FIELD BY o' t- CD S o I I L1 CONTRACTOR AND ARCHITECT.REFER J Q o I I I I I L1 L1 TO SHEET L-201 FOR INFORMATION I L J I L1 ' cn v) �_ I L1 ' ENSURE INTERFERE OR CONFLICT — I TO TERMINAL BLOCK ENLARGED VIEW I WI TREE LOCATIONS CIRCUIT BREAKER L1 L1 ', OR ROOTBALLS,TYP. I I r I I 2#12 & #12G DRAWN BY I TERMINAL BLOCKS (TIMES 3) I TERMINAL BLOCKS (TIMES 3) — — it T IN-GROUND TRANSFORMER `````��p�p►►►ll I N I ` R '�� L-- - - - - - - - - - - _ U 0 0 6 TYPICAL LIGHTING FIXTURE LAYOUT v•:�G sr ,4�••, ` CHECKED BY �Q•Q' NO • = L1-801 7=�- -�' 4154 — 2�' _1 1 10' % *• •7t a STATE OF s _ 2 _ % ••Ole,HD 1 ANp' �• o ENLARGED VIEW APPROVED BY �� q • 2#12 & #12c LIGHTING POWER DISTRIBUTION PANEL SPEC: 120V/1 P POWER � — TO RECEPTACLE LIGHTING POWER DISTRIBUTION PANEL 20 A DUPLEX GFI RECEPTACLE Ot TO LANDSCAPE LIGHTING The CONTRACTOR shall provide a NEMA-4X, weather tight, aluminum or �,.:/ COPYRIGHT NOTICE: THIS ARCHITECTURAL AND 2 TO LANDSCAPE LIGHTING CONTROL stainless steel P-1 cabinet or approved equal. This cabinet shall be ' ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND O furnished with a standard Corbin #2 Lock and two keys or approved equal. 7 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT OINSULATED MOLDED TERMINAL BLOCKS OR PUSH-IN .ate-� CONNECTOR BLOCKS (IDEAL IN-SURE OR EQUAL BY 3M). 5 ONE LINE LOGIC DIAGRAM A service entrance rated panelboard with a minimum of twelve circuit WITH RATIO ARCHITECTS, INC. NO OTHER USE, breakers shall be provided with any unused circuits labeled spare. The DISSEMINATION OR DUPL1CATlON MAY BE MADE WITHOUT Lt-sot NOT TO SCALE photocell for lighting only shall be provided and placed on top of the control PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. cabinet and shall have an internal, manual-off-auto selector switch. The RAT I 0 ALL COMMON LAW RIGHTS OF COPYRIGHT AND POWER AND CONTROL BOX existing service for the roundabout street lighting shall be transferred from OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. N ENLARGED DETAIL OF ELECTRICAL the service pedestal to the new P-1 cabinet provided as port of this project. ' o NOT TO SCALE This shall be included in the cost of the P-1 cabinet. REVISIONS The P-1 cabinet shall have a powder coated black finish that is to match c the Carmel Standard cabinets, light poles and mast arms. A Type P- NOTES: foundation will be required and shall be installed such that the exposed portion of the concrete foundation is within 6" of finish grade with foot pad REFER TO LIGHTING PANEL DISTRIBUTION TECHNICAL SPECIFICATION ON flush to finish grade unless directed otherwise by the Owner or Owner SHEET LI-801 REGARDING ADDITIONAL DETAILS FOR THE CONTROL BOX. Representative. THIS DETAIL IS A MINIMUM AND THE ADDITIONAL REQUIREMENTS OF THE TECHNICAL SPECIFICATION RULE. In addition to the conduit and wiring/re-wiring required for the existing lighting circuits, 2 additional 4" conduits shall be installed from the foundation directly to the roundabout, if applicable, and 1 - 1/4" conduit will c be required from the foundation to the nearest light pole foundation. These n VICE AND CONTROL CABINET DETAIL shall have pull strings installed for future use. SHEET TITLE 2 SERVICE cost of the P-1 Controller Cabinet shall be paid for as °Controller LIGHTING PLAN L1-8ot NOT TO SCALE DETAIL BY OTHERS AND PROVIDED BY CROSSROAD ENGINEERS Cabinet, P1, Modified" per each unit installed and shall include all labor and _ equipment required for installation, including but not limited to the modified cabinet, service panelboard, photocell, internal wiring and accessories, and all 1 16th & DITCH other related items. The cost of the P-1 Controller Cabinet foundation shall be paid for as "Controller Cabinet Foundation, P1, Modified" per each unit installed and shall PROJECT NO. SHEET NUMBER ° include all labor and equipment required for installation, including any 07091.000 o excavation, grading and all necessary conduits within the foundation. The CONTRACTOR shall be responsible for coordinating with the power L1=801 `. company for switching over from the existing power pedestal to the new DATE ly, but will MAR 17 200 r_abinet. The cost of such coordination will not be paid for direct , F NOTE: p __ _ .._.,,..,. GENERAL SITEWORK NOTES ON THIS SHEET APPLY TO ALL WORK ON ALL SHEETS IN Q \� THE 'L' SERIES. O �� LU GENERAL SITEWORK NOTES: "x z ilea� o. O . 1. SITE SURVEY INFORMATION AND AS—BUILT CONDITION INFORMATION IS PROVIDED BY OWNER FOR REFERENCE ONLY AND WAS NOT PREPARED BY RATIO ARCHITECTS, INC. INFORMATION CONTAINED THEREIN IS THE SOLE RESPONSIBILITY OF THE SURVEYOR AND IS THEREFORE EXPRESSLY EXCLUDED FROM CERTIFICATION BY RATIO ARCHITECTS, INC. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS BASED UPON INFORMATION AVAILABLE AT THE TIME. CONTRACTOR IS RESPONSIBLE r — — — — — — — 116th St. & 126th St. FOR DETERMINING EXACT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES 1 AND REPAIRING OR REPLACING DAMAGE DONE TO THEM DURING THE COURSE OF " '" ", 1 '1 ; ROUNDABOUTS EXPLORATION, LOCA11ON AND CONSTRUCTION. TO HAVE EXISTING UNDERGROUND UTILITIES LOCATED AND IDENTIFIED, CONTACT INDIANA UNDERGROUND PLANT ................. t PROTECTION SERVICE AT 1-800-382-5544. ................. 3. CONTRACTOR IS RESPONSIBLE FOR COSTS ASSOCIATED WITH DISCONNECTING, '` �� °'°"'�.... 1 1 ER Owner REMOVING OR RELOCATING EXISTING UTILITIES, CONNECTING TO EXISTING \ ER , UTILITIES AND COORDINATION AND INSTALLATION ASSOCIATED WITH :: City of Carmel, IN " ' One Civic Square NEW UTILITIES. v�. � � � '�?v; 4 ♦ ER Carmel, IN. 46032 4. TAKE PARTICULAR CARE WHEN EXCAVATING NEAR AND AROUND EXISTING UTILITY , � ♦ �_�,. (317) 571-2400 LINES AND EQUIPMENT SO AS NOT TO CAUSE DAMAGE. VERIFY COVER REQUIREMENTS ♦ 1 WITH APPLICABLE U1ILITY COMPANY. WHEN EXCAVATING AROUND OR OVER / EXISTING UTILITIES, NOTIFY UTILITY COMPANY SO THAT REPRESENTATIVE MAY BE / PRESENT TO OBSERVE AND INSTRUCT DURING WORK. `\ ♦ PA Landscape Architect 5. VALVES, MANHOLES, UTILITY BOXES AND SIMILAR STRUCTURES NOT DESIGNATED ♦ RATIO Architects, Inc. FOR REMOVAL SHALL BE PROTECTED AND ADJUSTED TO NEW FINISH ELEVATIONS BY CONTRACTOR. 2169 Glebe St., Ste.200 � � �,� — 1 v/ , Carmel, IN.46032 6. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND / , (317)575-8907 FIELD CONDITIONS PRIOR TO STARTING WORK, AND IS RESPONSIBLE FOR ALL FIELD J DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS �\Q�,♦ , AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY. � 7. SITE DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO SURVEY LINES, ER Irrigation Designer PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. DIMENSIONS / LandTech Irrigation Consultants GIVEN ARE NOT EXACT AND ARE ONLY TO AID THE CONTRACTOR. / \ 8240 Zionsville Rd. Indianapolis, IN 46268 8. PROVIDE POSITIVE SURFACE DRAINAGE ON ALL SURFACES WITHOUT PONDING (317) 870-2619 DURING CONSTRUCTION AND FOLLOWING COMPLETION. TEST FOR AND CORRECT ANY PONDING CONDITIONS. PROVIDE SMOOTH TRANSITIONS BETWEEN NEW AREAS ✓ -. __ -- AND EXISTING FEATURES. f ;? 9. PROPOSED SPOT ELEVATIONS INDICATED ARE FINAL PAVEMENT OR FINAL GRADE ER I� TURF ` Lighting Designer ELEVATIONS. REFER TO APPROPRIATE DETAILS TO DETERMINE SUBGRADE �� i CM Buck & Associates ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. y::? ........: ::.:.„ tn"°°° I U1 81 1 6850 N.Guion Road TURF 10. ALL WORK SHALL COMPLY WITH STATE AND LOCAL REGULATIONS. _ _ "` Indianapolis, IN 46268 126TH woo _ _ D1 D1 1 (317) 293-5704 11. REPAIR EXISTING PAVEMENT, CURBS AND IMPROVEMENTS DAMAGED OR DISTURBED r. PA t. i BY CONSTRUCTION TO ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. STREET CIO 10 12. CONCRETE CURBS SHALL BE TOOLED TO COORDINATE WITH MOVEMENT AND JOINT PA L1 L1 1 -�--- SPACING OF ADJACENT SIDEWALKS. ER ,._ B2 13. ALL RADII ARE 5-0" UNLESS NOTED OTHERWISE. i PA 1 z 14. REPAIR EXISTING LAWN AND PLANTING AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. PROVIDE ADDITIONAL TOPSOIL TO RESTORE GRADE ELEVATIONS TO EXISTING AND SEED OR SOD IF REQUIRED. 1 `` ��, ' -�''`` 1 z hl 15. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED OR 1 f D1 1 USED BY OWNER OR OTHERS WITHOUT PRIOR APPROVAL FROM OWNER. '\ PA 16. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED AS PLANTING AREA. SODDING SHALL EXTEND TO PROPERTY LINES WITHIN CONSTRUCTION LIMITS OR EDGE OF STREET UNLESS NOTED OTHERWISE. ` `�`-- u h , TURF 17. PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNAGE, BARRICADES, BARRIERS, ETC., TO COMPLY WITH ALL APPLICABLE LOCAL STANDARDS. 18. IF EXISTING ACTIVE FIELD DRAINAGE SYSTEMS ARE ENCOUNTERED DURING ER `� ER HOLEY MOLEY SAYS, CONSTRUCTION, NOTIFY ARCHITECT IMMEDIATELY IN PREPARATION FOR / "CA BEFORE YOU G RECONSTRUCTING SYSTEM TO ITS ORIGINAL CONDITION AND DRAINAGE PATTERN. ; / (TWO WORKING DAYS PLEASE) 19. REMOVE EXISTING STRUCTURES, IMPROVEMENTS, TREES, PLANTING MATERIAL, ER FENCING, ETC. WITHIN CONSTRUCTION LIMITS ACCORDING TO CONTRACT DOCUMENTS / 1-800-382-5544 INDIAN 1-800-428-5200 OUTSIDE INDIANA AND PROPERLY DISPOSE OF OFF SITE. BURNING ON SITE IS PROHIBITED. INSIDE INDIANA FROM OUTSIDE INDIANA 20. REFER TO IRRIGA110N PLAN FOR LOCATION(S) OF IRRIGATION SYSTEM AND / SYSTEM COMPONENTS. DRAWN BY` / / ``OOp��uuWl°unlniirir'''i 21. CONTRACTOR SHALL REFER TO THE CITY OF CARMEL STANDARDS AND / p10 lk BRO yip SPECIFICATIONS AND THE INDIANA DEPARTMENT OF TRANSPORTATION / BBJ �S�" GIST ••�y��o�� STANDARDS AND SPECIFICATIONS, DATED 2008, FOR WORK INDICATED ON / A0, 9��.t� THESE PLANS. PA ;,. CHECKED BY =v / No. •�- CONTRACTOR TO PROVIDE WALL 4154 MOCK-UP IN THIS AREA ` / JP B *• •* / STATE OF GENERAL KEY NOTES: i — — ER / q%�•A APPROVED BY '9��i4 CURBS AND EDGES B1 CONCRETE CURB, 6 — SEE SHEET L-202 & DETAIL 1/L-601. v � OW COPYRIGHT NOTICE: THIS ARCHITECTURAL AND 62 MULCH RING W/ LANDSCAPE EDGING, RIVER ROCK SURFACE — SEE DETAIL 1/L-501. \� i i / '.� ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND y WALLS AND FENCES \ I I / .y 1,Tj SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, STONE WALL, STACKED AND MORTARED, CAST STONE CAP — SEE DETAILS ON SHEET L-202. \ \ PRIOR WRITTEN CONSENT O OF R DISSEMINATION OR F R MAY ATIO ARCBE MADE WITHOUT N CHITECTS, INC. RAT 10 ALL COMMON LAW RIGHTS OF COPYRIGHT AND LIGHTING \ \\� OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. L1 TREE UPLIGHTS — SEE SHEET LI-801. �� W REVISIONS w� z p UTILITIES U1 ELECTRICAL TRANSFORMER FOR SITE LIGHTING — COORDINATE W/ SHEET LI-801. �\ \\ Q Q EXISTING SITE FEATURES �. v� oc 0 0 ER EXISTING, CONSTRUCTED SITE FEATURES TO REMAIN IN PLACE. SITE KEY PLAN LANDSCAPE ABBREVIATIONS PA PLANTING AREA. rMMW6M=MrMMMWMM9 SHEET TITLE 0 10' 20' 40' N TURF SODDED TURF. SITE KEY PLAN : 00 ;N 126th & TOWNE >s 0 PROJECT NO. SHEET NUMBER 07091.000 _ o DATE L-201 I MAR 17,2008 NOTE: � r ` WALL STONE JOINT SIZE: 3» THICK, CAST STONE CAP — asg MIN. = YS MAX. = YZ„ TYP. \� a �\ \ SEE LAYOUT PLAN - SHEET L-202 N_ SLEEVES/CONDUIT LOCATIONS EXISTING MAIN � ` \ 3 1 _g CONDUIT FROM TO REMAINy�\� \ \ L-202 TYP. CONTROL PANEL BOX ` CD TO REMAIN TW 908.82/ A' 6" CONCRETE y 908.07 WING WALLS CURBS \` `` �,;r,, '_`a. w � REF. 4/L-601 , _ EXISTING CONCRETE ROLL ! i CURB AND TRUCK APRON, EXISTING LLJ Q TYP. �. WATER LINE - 116th St. & 126th St. n_ " \` VERIFY ROUNDABOUTS o �_ C�� SODDED TURF W/ z L—� FINISH GRADE - SEE L-301 ELECTRICAL SUBSURFACE IRRIGATION w TRANSFORMER SYSTEM .- Lli _.............................._...... �..................... VAULT LOCATION TO BE FIELD SEE PLANTING APPROVED BY ARCHITECT PLAN AND IRRIGATION Owner STONE, STACKED AND MORTARED - TOP OF WALL TO MAINTAIN CONSTANT PLAN City of Carmel, IN REF. 3/L-202 FOR MORTAR PLACEMENT - ELEVATION L-202 26'-0" R ACHIEVE DRY STACKED APPEARANCE ON ELEVATION One Civic Square I Carmel, IN. 46032 (317) 571-2400 1 STONE WALL ELEVATION TURF / TURF L-202 3/4" = Landscape Architect 1'-0" I 18'-0" R. APPROXIMATE RATIO Architects, Inc. NOTE: TURF / SURVEY OF 2169 Gebe St., S Carmel, IN.46032te.200 PROVIDE JOINT SEALANT - CAP JOINT WIDTHS: MAX. = Y2", TYP. 12'-0" 16'-0" BY OTHERS (317)575-8907 COLOR TO MATCH STONE 4 / L-202 NOTE: VERIFY TYP. I / PROVIDE BOTH CIRCULAR AND LINEAR WALL LAYOUT AS SHOWN ON 6/L-202 - PROVIDE PLANTING CAP LAYOUT AS SHOWN ON 6/L-601 AREA 2 Irrigation Designer 5 90. L-601 LandTech Irrigation Consultants L-202 IN: 119002.99 z 8240 Zionsville Rd. E: 3992 .90 Indianapolis, IN 46268 PROVIDE 1% J ALIGN a � � (317) 870-2619 WASH ON WALL - a CAP - REF. 6/L-601 0 0 — FOR DIRECTION ° L-601 ROUNDABOUT OF WASH ALIGN FACE OF ISLAND Lighting Designer WALL W 3 \ L-501 CENTERLINE, TYP. CM Buck & Associates L-202 6850 N. Guion Road � SIM 6/L-601 Indiana olis IN 46268 � C, N: 118990.99 N: 118990.99 P 395 6.90 \ \ 0332 90 (317)293-5704 FACE OF STONE BENEATH 1 \ \ ALIGN EDGE OF L-202 I 3 REF. PLANTING BED WITH 3" THICK, CAST STONE WALL CAP SLEEVES/CONDUIT L-202 L-601 EDGE OF WALL, TYP. 1'-6" TYP. LOCATIONS 19'_0' 1 TO REMAIN 2 L-601 SEE LAYOUT PLANS - 6/L-202 & 6/L-601 \ L-202 \� I 18'-0" R. 6 1 2 TOP OF WALL - CAST STONE CAP PLAN L-601 L-202 L-202 PLANTING \ AREA 1 -2' UPLIGHTS, BRING MORTAR TO FACE ON VERTICAL TYP. - '��• -••""••• 3' THICK, CAST STONE 1'_0" STONE WALL SURFACES, TYP. LIGHT FIXTURE LOCATIONS CAP, SEE 4/L-202 - NOMINAL AND ADJUSTMENTS TO BE DECORATIVE STONE SITE SET ON MORTAR SETTING BED FIELD APPROVED BY ARCHITECT I 34'-0" R. REF. DETAILS ON AND SECURE IN PLACE 1% SHEETS L-202 & L-601 STONE, WASH 908.82 CIRCULAR WALL STACKED AND MORTARED A ' r-;=',: 908.07 907.75 WING WALLS DASH INDICATES WALL CAP IN PLACE - TYPE 1 STONE ABOVE, TYP. TURF RADIAL EDGE HOLEY MOLEY SAY , PER SPECIFICATION - MORTAR COLOR • OF PLANTING BED CALL BEFORE YOU DIG TO MATCH STONE 24 #4 BARS, VERT., @ 24" (TWO WORKING DAYS PLEASE) CONCRETE CURB AT BACK OF TRUCK APRON 1-800-382-5544 1-800-428-5200 7 OC, TYP. - NOTE: `INTERIOR JOINT SIZES: MIN. = Ye". MAX. = Y2", TYP.; FACE SEE 1/L-601 INSIDE INDIANA FROM OUTSIDE INDIANA PROVIDE HAND TIGHT JOINTS TO THE DRAWN BY EXTENT POSSIBLE 3 BARS, HOR., CONT. @ 24" `O��A111llllllltppp////j1 3» 3„ OC, TYP. BBJ P;:.BRO`fi��i'''i SLEEVES/CONDUIT 0 Q�..' �STE'•. FINISH GRADE - TURF, , �� ;� � �� ;,. FINISH GR D TURF v •� R�•.•� - ggg LOCATIONS G O \i ,l\ \�� \ \ ' TO REMAIN CHECKED BY _►3 NO. =_ ROUNDABOUTISLAND JP \\�\� _ 4154 > _ TO STREET * STATE OF CIRCULAR WALL J4905.32 i - i� •.//ry P; `� N WING WALLS 903.50 c`°P`c"' _�i_;._.' • _ ... 1 _"6.;,_� F .., APPROVED BY ��i q •�D�•p'NG�G'� �p0�� CONCRETE ENLARGEMENT 3000 PSI CONC NOTE: 6 PLAN E SLAB FOOTING 11 IIU` °; L-202 GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. 1/8" = 1'-0" ✓-; %- ✓- #3 BARS, HOR. @ 24 �---� ;...... COMPACTED SUBGRADE - „ ;__ ;;; OC, TYP. € :.......... ..........: : , :..........: : :.......... : :...... � �, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND DEPTH, #53 STONE - COMPACTED AGGREGATE BASE 12> ' /.A ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND a GROUNDCOVER BED SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, N 3 STONE WALL SECTION TOPSOIL - HOLD DOWN AS NOTED DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. L-2o2 3/4" = 1'-0" 16 NOTE: RAT 10 ALL COMMON LAW RIGHTS OF COPYRIGHT AND p° 12 CONTRACTOR TO PROVIDE SHOP DRAWINGS HOLD TOPSOIL DOWN Y" FROM OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. le 10" TOP OF CURB WHERE ° CAST STONE CAP END UNIT - MATCH CAST STONE CAP END UNIT - MATCH 6" PROVIDE LIGHT BROOM LANDSCAPE/PLANTING AREA MEETS REVISIONS FINISH TO EXPOSED BACK OF CURB it TEXTURE AND FINISH OF TEXTURE AND FINISH OF CONCRETE, TYP. NOTE: CAST STONE CAP - 18" LENGTH, CUT LIMESTONE, TYP. - 45 CUT LIMESTONE, TYP. - MORTAR INTO PLACE , �� 5 TURF 6" CONTRACTOR TO PROVIDE SHOP MATCH TEXTURE AND FINISH OF I MORTAR INTO PLACE 2" TYP. 1" TYP.\ ,��; �,, DRAWINGS CUT LIMESTONE, TYP. - MORTAR I 16" � ° TOPSOIL - SEE GRADING PLAN FOR SPOT INTO PLACE �., 5 ~ FORM Y4" X Ya' DRIP NOTCH - ///////// ////// a I \\j\\j\\j /\\j\\ ELEVATIONS lb OVERHANGS, TYP. / / / / ........ ...:<:;;<:::::::::....... .............. ,,.......... . . ,,..,,,..... ,.. ... . ... . .. 3 L� U „ IY 4 .................... _ 202 L 1% WASH-� FORM Y X Y DRIP NOTCH 77777• �° •�• :u • •••°•••••••••�"°° •° ••• 14 4 8 � I :; r r�'yy"�`r��••�.�->�� y�•>y ...,... ,..,��;..,,,....�„•�y..,r..........,:,•:�.:: y;.v, y,............, . � ,Y ONE SIDE OF WALL CAP / \\�\\�\\ \\\ \ I \ \j\\\/\\ j\\/\\� \�" \\\jam\\ // // // // // // // // / / / / / / / / / / / / / // // // // // // // // // // //\//\//\//\//\// //\//\ U _ \/\\/ao /\\/\ a \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\\\\\\ \\ \\ \\ \\ \ \\ \\ co REF. 4 L-601 FOR DIRECTION _ I PROVIDE DRIP - \i, i, i, \ \ \ \ \ \ 1% WAH \ \ \ o S \ Y WASH AN D CORRESPONDING .. ... . :' �17. WASH 4 OF W S � NOTCH ON THREE EDGE FOR DRIP NOTCH SIDES AT OVER- N L HANG, TYP. I Y» i I III —III ° I REF. DETAIL 1/L-601 \��I°D a ° TURF SHEET TITLE�is ILL _ n sm WALL AND 2" OVERHANG, TYP.y CAP, TYP. L . SITE LAYOUT N • 91 i L. Y,Do EQ. EQ. ., 18" LENGTH, TYPICAL CAP _ I COMPACTED SUBGRADE, TYP. 126th & TOWNE CD CN L PIECES, MORTAR INTO PLACE, TYP. PLAN SECTION \ CD� .—.. w PROJECT N0. SHEET NUMBER U 4 CAST STONE CAP SECTION 5 CAST STONE CAP - END UNIT - DETAIL 6" CURB TERRACE DETAIL 07091.000 t'n v > L-202 1-1/2" = 1'-0» L-202 1-1/2" = 1'-0" L-202 0 DATE 7, \� � M JF3-mk? .yL. 116th St. & 126th St. ROUNDABOUTS Owner City of Carmel, IN One Civic Square Carmel, IN.46032 (317)571-2400 Landscape Architect RATIO Architects, Inc. 2169 Glebe St., Ste.200 Carmel, IN.46032 : (317)575-8907 Irrigation Designer LandTech Irrigation Consultants 8240 Zionsville Rd. Indianapolis, IN 46268 (317) 870-2619 Lighting Designer 903.36 TC CM Buck & Associates 6850 N. Guion Road Indianapolis, IN 46268 (317)293-5704 TC 904.94 BC 904.44 2.0% TC 905.12 SLOPE TC 905.60 !Q79-0-5.1-2 BC 904.62 BC 905.10 1 C 904.62 TC 905.78 TC 905.78 TC 905.30 BC 905.28 1 1E3Q 905.28 BC 904.80 2.0% TC 905.96 TC 905.96 TC 905.30 SLOPE BC 905.46 2.0% BC 904.80 903.98 TC `� BC 905.46 SLOPE HOLEY MOLEY SAYS, TW 908.82 TW 908.82 r "CALL BEFORE YOU CIE" BW905.96 BW 905.96 (TWO WORKING DAYS PLEASE _. 1-800-382-5544 1-800-428-5200 INSIDE INDIANA FROM OUTSIDE INDIANA 905.96 904.34 TC TW 907.75 TW 908.07 TW 908.07 TW 907.75 DRAWN BY BW 04.50 113W 906.80 BW906.80 I IBW9 04.50 BBJ �� P�SrR B o 10.0% 2.0% �oP�• • ��i,,�� SLOPE SLOPE 10.0% SLOPE CHECKED BY ;Q' No. 4•• JP = *: 4154 •, STATE OF \\� NHEAPPROVED BY QI N•HP � '° 11111GRADING PLAN KEY 906.80 BW 905.30 F4 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND B4*.99 EXISTING SPOT ELEVATION ��, ' '.A ENGINEERING DRAWING IS GIVEN IN CONRDENCE AND .•4 2!4 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT PROPOSED SPOT ELEVATION WITH RATIO ARCHITECTS, INC. NO OTHER USE, " DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT 113C 799 OT ELEVATION - TOP OF CURB/BOTTOM OF CURB PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. "`• �� RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND TC SPOT ELEVATION - TOP OF CURB 9 0 5.3 0 OTHERWISE ARE HEREBY SPECIRCALLY RESERVED. REVISIONS SPOT ELEVATION - TOP OF WALL/BOTTOM OF WALL 905.06 TC 0 BW SPOT ELEVATION - BOTTOM OF WALL LP SPOT ELEVATION - LOW POINT HP SPOT ELEVATION - HIGH POINT ---- - a a MEET EXISTING GRADE SHEET TITLE 2% SITE GRADING PLAN : PERCENT SLOPE ACROSS SURFACE 126th & TOWNE NOTE. PROJECT NO. SHEET NUMBER GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. 2 GRADING PLAN ENLARGEMENT " 07091.000 L-201 1/8" DATE L-301 MAR 17,2008 r S� N i\ \ z a\.: \M I.0 0 116th St. & 126th St. NOTE: " ROUNDABOUTS ALL PLANT MATERIAL NOTED "BY OWNER" SHALL BE OBTAINED BY CONTRACTOR FROM TMT NURSURIES, PH. 317.867.3691. CONTACT: SUZIE DUBOIS. CONTRACTOR SHALL NOT APPLY ANY UNIT OR MATERIAL COST TO HIS/HER BID FOR PLANT MATERIAL DENOTED CVMO AS SUCH. CONTRACTOR SHALL TAKE DELIVERY OF PLANT MATERIAL AT TIME OF - I " 45 ;...\� Owner INSTALLATION, INSTALL PLANT MATERIAL AND PROVIDE WARRANTY PER SPECIFICATION. \. \ A , e Civic Sq a el, IN HA V On 9 Carmel, IN.46032 NOTE: ,\ \ AHA (317)571-2400 CONTRACTOR SHALL RESERVE THE RIGHT TO SUBSTITUTE PLANT MATERIAL 14 W/ APPROVAL OF ARCHITECT SHOULD PROPOSED MATERIAL THAT IS "BY OWNER" BE DEEMED OF POOR QUALITY OR OF QUALITY NOT WORTHY OF INSTALLATION OR WARRANTY PER SPECIFICATION. "POOR QUALITY" IS DEFINED HEREIN Landscape Architect AS PLANT MATERIAL THAT DOES NOT SHOW LEAF PRODUCTION OR HAVE SUBSTANTIAL LEAF RATIO Architects, Inc. GROWTH AT THE TIME CONTRACTOR TAKES DELIVERY OF PLANT MATERIAL FOR INSTALLATION. \ 2169 Glebe St., Ste.200 Carmel, IN.46032 (317)575-8907 PLANT SCHEDULE \ \ Irrigation Designer Key Qty. Botanical Name Common Name Size Remarks ; LandTech Irrigation Consultants TREES/SHRUBS \' 8240 Zionsville Rd. QURU Quercus rubra Red Oak 5" cal. Symmetrical, B&B, PROVIDED BY OWNER Indianapolis, IN 46268 \\ (317) 870-2619 JCSG Juniperus horizontalis Andorra Juniper #2 pot Specimen. 36" o.c. \ VPSH Viburnum plicatum var. tomentosum 'Shasta' Shasta Doublefile Viburnum #5 pot Specimen, as shown GRASSESISEDGES UR TURF Lighting Designer PAHA Pennisetum alopecuroides Hameln Hameln Dwarf Fountain Grass #2 pot 36"O.C.- 1 CM Buck & Associates - 6850 Indiana N.Guion Road olis, IN 46268 .PERENNIALS ,,_ _ _ _ ___ JCSG TURF p ACMO Achillea x 'Moonshine' Moonshine Yarrow #1 pot 18 o.c. 28 __ (317)293-5704 CVMO Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis #1 pot 24" o.c. ECPU Echinacea purpurea Purple Coneflower #1 pot 12" o.c. HEHR Hemerocallis 'Happy Returns' Happy Returns Daylily #1 pot 18" o.c. AHA 675 LSSN Leucanthemum x superba 'Snowcap' Snow Cap Shasta Daisy #1 pot 15" o.c. a - RUSU Rudbeckia subtomentosa Sweet Black-Eyed Susan #1 pot 18" o.c. - SNMN Salvia nemerosa 'May Night' May Night Salvia #1 pot 18" o.c. SSAJ Sedum 'Autumn Joy' Autumn Joy Sedum #1 pot 18" o.c. CVMO _ GROUNDCOVERS - EFCO Euonymous fortunei 'Coloratus' Purple-Leaf Wintercreeper #1 pot 15"o.c. VPSH VPSH / 10 AHA 42 6 0 34 t TURF ............ . HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" \ TWO WORKING DAYS PLEASE 1-800-382-5544 1-800-428-5200 INSIDE INDIANA FROM OUTSIDE INDIANA AHA 11 / DRAWN BY AHA / ` BI111///////��/''_''i 6 BBJ `;SO```` P .P;STRO.v�L'��i UPLIGHT - 3 IN. DEEP RIVER ROCK MULCH l-; - CHECKED BY A SEE SHEET RING/MATERIAL PLACED OVER WEED = • LI-801 BARRIER. MAINTAIN WEED—FREE MULCH =3 11-1 RING _ 4154 • ` 36" FROM STATE OF ; TRUNK OF TREE •. I A .• GENERAL F i CONTINUOUSLMUBOUNDIED / APPROVED BY )),_ l;a BY LANDSCAPE EDGING - k� NOTES ,? ALUMINUM EDGING, "PERMASTRIP" Ip 111111 BY PERMALOC - PROVIDE AND INSTALL SPECIFICATION PER MANUFACTURERS' SPECIF 0 � L COPYRIGHT NOTICE: THIS ARCHITECTURAL AND AND INSTRUCTIONS ' .V ENGINEERING DRAWING IS GIVEN IN CONRDENCE AND A„ FINISH GRADE �•� WITH RATIO ARCHITECTS, IN�C.A TO THE USEEEI�ENT 5 � ,\`\\ `•``\• \,``,\\" DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT �N RATIO COPYRIGHT ANDS I PRIOR WRITTEN CON �.. \„ . .........i \.... \• � GENERAL NOTES: OTHERWISE ARE HEREBY ........... \�\..i. _�---- ...........o REVISIONS ..•.... A FROM TRANSFORMER I' 1. SEE SHEET LI-801 FOR LIGHTING AND 4'-0 RAID. ELECTRICAL INFORMATION n 2. SEE 1/L-502 FOR TREE PLANTING DETAIL IJ VERIFY VERIFY 3. LIGHT LOCATIONS AND ADJUSTMENTS TO BE FIELD APPROVED BY ARCHITECT r A { N RIVER ROCK MULCH RING DETAIL NOTE: z PLANTING PLAN 0 L-501 1/2" — 1'-0" GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. 1-501 111111111 illilliimi a 40' SHEET TITLE 0 10' 20' L ti PLANTING PLAN : .N NOTE: 126th & TOWNE co 0 CD SEE SHEET L-502 FOR PLANTING DETAILS AND TOPSOIL PLACEMENT. o PROJECT NO. SHEET NUMBER 07091.000 DATE L=501 o � L MAR 17, 20 SEE 1/L-501 AT 3 STAKES WITH RUBBER TUBING AND 116th St. & 126th St. FLAGS (SEE GENERAL NOTES #3 FOR STAKING ROUNDABOUT REQUIREMENTS). STAKES ARE TO BE LOCATED WITHIN THE MULCH RING/BED. NOTE: TREE WRAPPING - SEE GENERAL NOTES & SPECIFICATIONS. REPAIR AND REPLACE ANY EXISTING TURF DAMAGED AS A RESULT OF Owner ROOT COLLAR/FLARE SHALL BE LEVEL PLANTING BED OR 1"-2" ABOVE FINISHED GRADE INSTALLATION, TYP. One Civic Square GENERAL NOTES: Carmel, IN.46032 (317)571-2400 REMOVE TOP 1/2 OF BURLAP AS WELL 1. TREE WRAPPING SHALL BE IN PLACE ONLY IN AS ANY BINDERS FROM AROUND TOP MONTHS B/W OCTOBER 31 AND APRIL 1. OF ROOT BALL. 2. TREE WRAPPING TO BE PLACED ONLY ON 3 IN. DEEP RIVER ROCK MULCH TREES WITH THIN BARK. Landscape Architect FINISH GRADE RING/MATERIAL. MULCH RING TO HAVE MAINTAIN WEED-FREE 3. PROVIDE TREE STAKING PER CITY OF CARMEL MULCH RING. 4 RAD., TYP. MAI N ;; : , � , RATIO Architects, Inc. :.,::_,,. ,,_,: , STANDARDS. RIVER ROCK MULCH BED ;' 2169 Glebe St., Ste.200 AT TREE PLANTING, TYP. T1 I R F Carmel, IN.46032 jl II 1 _ 4. DO NOT HEAVILY PRUNE THE TREE AT 1 75 8907 =I == FOR EDGE TREATMENT, SEE 1/L-501. (3 7)5 - III PLANTING. PRUNE ONLY CROSSOVER LIMBS, 1 I1 TREE PIT BACKFILL• CO-DOMINANT LEADERS, AND BROKEN OR DEAD ° 1 SCARIFY ALL SIDES OF TREE PIT. BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT ` / // / REMOVE THE TERMINAL BUDS OF BRANCHES THAT Irrigation Designer TAMP SOIL AROUND ROOTBALL BASE _ FIRMLY WITH FOOT PRESSURE SO EXTEND To THE EDGE OF THE CROWN. LandTech Irrigation Consultants THAT BALL DOES NOT SHIFT. / 8240 Zionsville Rd. 5. TREE MUST BE PLANTED SUCH THAT THE °` Indianapolis, IN 46268 PLACE ROOTBALL ON UNEXCAVATED TRUNK FLARE IS VISIBLE AT THE TOP OF THE (317) 870-2619 ROOT BALL. DO NOT COVER THE TOP OF THE OR TAMPED SOIL. ROOT BALL WITH SOIL. ,.: TREE PLANTING DETAIL DECIDUOUS OR EVERGREEN SPECIES //j//j///j////// Lighting Designer L-502 " = 1'_0" CM Buck & Associates 6850 N.Guion Road PROVIDE SPADE CUT .__�\ �, ., , ,,;_°,_. ., ,; ,;. ,:_' . Indianapolis, IN 46268 EDGE ALONG PLANTING BED ,'': ' `..' (317) 293-5704 WHERE BED MEETS EXISTING TURF, TYP. SEE PLANT SCHEDULE FOR O.0 SPACING VARIES SPACING. REMOVE TOP 1/3 OF BURLAP AS WELL AS ANY BINDERS FROM AROUND TOP of BALL. _ - 2" MIN. MULCH BED. SPADE EDGE AT BED. FINISH GRADE -.; MULCH-2" DEPTH, TYP. 1 - PLANT PIT BACKFILL - SEE • ~ i1=II1. =1I11II I1=1I11I11II 1=1I1= O.C. SPACING VARIES - III- III III III- I- SPECIFICATION. 1 I I l= ._III III .I l l I I-III I I1=III I I PLANT MATERIAL I1=1 IIIIIIIILiIIIIIIII� IIIIIIIIIIIIIIIII SCARIFY ALL SIDES OF j / 1 - - - SHRUB PIT. V �4 � �1 HOLEY MOLEY SAYS, PLACE ROOTBALL ON UNEXCA VATED OR TAMPED SOIL. MANUFACTURED TOPSOIL, SEE 6/L-502 / CALL BEFORE YO U D I C 1l-ITT-ITT=II1Ti-I 1=1T-1TI1Tl-L'I 1il1TI-1 -1TI-1TI-1 1=11TI-1TI1TI-1 -1TI SUBGRADE (TWO WORKING DAYS PLEASE) -I 1=1 111-I 1-1 III-I 1=1 1=1 1I I=M- 1=1 1 1=11 1=1I 1=111 -I 11=1 1 ii=iii=iii=iii-1 1 1=iii iii=iii=iii=iii=iii=iii-11 IL iii=iii=iii i N 1-800-382-5544 1-800-428-5200 L o2 SHRUB PLANTING DETAIL 3 GROUNDCOVER / PERENNIAL PLANTING DETAIL 6 TOPSOIL PLACEMENT PLAN INSIDE INDIANA FROM OUTSIDE INDIANA 1/2- = 1 -0 DECIDUOUS OR EVERGREEN SPECIES L-502 3/4" = 1'-0" L-502 DRAWN BY "p" "A" N0. OF PLANTS/SF NOTE: CHECKED BY A�:Q' NQ, " 5.2 4.61 CITY OF CARMEL = •�_ 6 O.C. SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. * 41 E O 8" O.C. 6.93" 2.6 NOTE. URBAN FORESTRY GENERAL JP ;•• STATE OF •� 10" O.C. 8.66" 1.66 PROVIDE EDGE BETWEEN ALL TURF 12" O.C. 10.4" 1.15 AND PLANTING AREAS UNLESS �NDIpN P " " APPROVED BY \ �' •'•...•'•�,.� 0�`` 15 O.C. 13.0 0.512 OTHERWISE NOTED Wire Basket Removal Process 18" O.C. 15.6" 0.512° 0.512 ��III 24" O.C. 20.8" 0.29 25 1 LAWN 30" O.C. 26.0" 0.,85 Remove the burlap from the immediate trunk area of the tree. Remove any excess sail to locate and � SOIL PLACEMENT SYMBOL KEY 36" O.C. 30.0 0.128 SHARP SPADE CUT EDGE expose the trunk flare. (If the.trunk flare is buried within the root ball remove excess soil from to of ball. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND MULCH + Before the tree is placed in the planting hole, remove the bottom of the basket with wire cutters cutting the :, ENGINEERING DRAWING IS GIVEN IN CONFlDENCE AND basket horizontally. - IM SHALL BE USED ONLY PURSUANT TO THE AGREEMENT 3 PLANTING BED TURF AREAS, APPROX. 6" - 10" IMPORTED TOPSOIL, OR AS NEEDED TO WITH RATIO ARCHITECTS, INC. NO OTHER USE, 777 • Lift the tree into the planting space by the root ball, not the trunk. MEET GRADES AS SHOWN ON GRADING PLAN `TURF'.: (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND IRRIGATION SYSTEM INFORMATION) DISSEMINATION OR SENT OF R MAY C MADE WITHOUT IAA-�� IAA-D\ I ��-�� 1 ��- PLANT CENTER � -�� _ �� -��l_ �� -��l_ ��i_ ��l_ �� • Cut away remaining strings, burlap and plastic to expose the root ball. �� PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. �� ! /� /� /� /� �� „ RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND I I I I I Remove the rest of the wire basket by vertically cutting the basket and peeling the basket off. GROUNDCOVER AND PERENNIAL BEDS, 18 MANUFACTURED TOPSOIL / OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. o PLANT SPACING ALL EQUAL OR I ` AS SHOWN ON TOP SOIL Do not plant the root ball too deep. The trunk flare and the top of root ball should be t-2"above grade. (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND IRRIGATION SYSTEM INFORMATION) REVISIONS I THE PLANTING ................. _...1.....1...l....l.. .......... ............ p., =T I --1 1_"'77"=-T 1 T 1 lI T T l T l l 1 1I� 71 T I 1 1 I Begin refilling the planting space up to the trunk flare,watering as you refill to firmly set tree. Gently tamp. PLAN. =III III—III I I ICI I =III III III III III III III III=III TREE PIT - SEE SPECIFICATIONS o =III III III--III — --I I=III=III III= —III=I =III III- Tree Staking Process (when necessary) III III—III -III -III =I I =III=I I I -I III III III III—III- • Staking shall use either a two or three-point support system. -1 III ) I_ II I_I suBGRIADE � 1 --IIII Any staking mechanism should be flexible enough to allow the stem and root system to develop strength. III—III—III I1 I III III III III=1 —III III -III III=f I I- Attach the tree to either woad or metal stakes (2"X 2" X 6} with wide plastic or nylon straps. PLANT SPACING DETAIL 5 SPADE EDGE DETAIL If a guy wire/rope is used it shall be placed through hose material around each tree then twisted to secure the tree in a relatively stable position. SHEET TITLE CD E L-502 3" - 1'-0" L-502 3" = 1'-0" + The strap or wire4ope shall be secured to each stake at an approximately right angle. TOPSOIL PLACEMENT N Note: Stakes must not be driven through the root ball. The guys and stakes shall be maintained for the duration of o the contract. Trees should be checked periodically to insure that the trunks are not being damaged or girdled. All o materials used to support trees shall be removed and disposed of after one year, except as otherwise directed for & PLANTING DETAILS trees requiring additional bracing time. �N 126th & T WN CD GUIDELINES PROVIDED BY THE CITY OF CARMEL DEPARTMENT OF URBAN FORESTRY PROJECT NO. SHEET NUMBER W> 07091.000 DATE L-502 O 0 « U� MAR 17,2 HOLD TOPSOIL DOWN Y" FROM TOP OF 16" CURB 14" . L' l" a. WHERE LANDSCAPE/PLANTING PROVIDE RADIUS ON SEE 5/L-202 A;�� AREA MEETS BACK OF CURB EXPOSED FACE, TYP. FOR END CAP CAST STONE END CAP ��° \��ai�s a � \\ 7 6 DETAIL REF. 5/L-601 FOR 12' 0., \\ 3 PROVIDE LIGHT BROOM NOMINAL TURF/PLANTING AREA 6" CAP TRANSITION DETAIL ALIGN TOPSOIL . FINISH TO EXPOSED REF. 2/L-202 FOR TOP WING WALL, TYP. CONCRETE, TYP. OF WALL STONE LAYOUT LEVEL Dj:2 � � � � � � � � •• CONCRETE TRUCK APRON •\��\�;�i��.��`i��i��\i`i��ii\�� i�i�i v NATURAL STONE, - -Q, � � .._........................ ..... �>. N........... ........ ....... .. STACKED AND MORTARED \`\ e SEE 3/L-202 WASH \ \ �h ..\ ae: �.•.. 0 COMPACTED ,: � � •:\.: _'•• ..... ......_..... ....... —202 FOR TYP. \\ : __j :: ,.... REF 2 & 3/L ,.\:............... :: e \ o a WALL DETAILS ::_�...:_;-`....,.-.,...:::.::::..::..,....... .,....... \\ \ w w CLASS A MODIFIED \\ \\\` ,.u............ CONCRETE C :. \_, �. Q z >..,,. r, t. 126th CURB, BARRIER, ,�_,�\\> `\� ,;\, .,., > = c� ,.�\\ I J ==�'�.:.:.�_ 16th S Q[ St. PER INDOT E 605—CCSJ—Ol \`'`'' ; \ \. :, '� w Q ;..,.u...::...,.....,..........uu.:::............ cn w 4 ` ROUNDABOUTS \ , OUTS w w w ==>,Ln L-601 FINISH GRADE - TURF �� \..�...u.......,..::...; Q - — — — — — a0\\\\\\\\�.�\\\��\\�\\a\\\\a\\ \.::_.........�. _ TOP OF BEYOND NOMMIUM WN BARRIER CURB A T TRUCK APROM "` = °� rFLIP S�' GRADE - TURF FINISH GRADE - TURF \� , . FINISH E - TURF Owner - - - - - - - - - - - \\ '�\\�O\ c. > NI GRAD NO SCALE `. `' \\ \\\ City of Carmel, IN \\ One Civic Square . ......::... NOTE: CURVED SITE WALL - 2 Carmel, IN. 4603 PROVIDE TOOLED CONTROL JOINT FOR EVERY 6' - ALIGN /L-202 FOR WALL ..... SEE 5 (317)571-2400 REF. 3 ....... ....... ....... ....... ....... .:..... ....... CONTROL JOINTS W/EVERY THIRD (3RD) JOINT ON TRUCK APRON SECTION REF. 7/L-202 FOR CURB TERRACE SECTION Landscape Architect CITY OF CARMEL STANDARDS STANDARD 2 STONE WALL END ELEVATION RATIO Architects, Inc. 3 STONE WALL END ELEVATION 2169 Glebe St., Ste.200 DRAWING L-sot 3/4" = 1'-0" Carmel, IN.46032 BARRIER CURB AT RAB TRUCK APRON DETAIL XX-XX L-601 3/4" = 1'-0" (317) 575-8907 BARRIER CURB AT TRUCK APRON -soy NOT TO SCALE Irrigation Designer LandTech Irrigation Consultants 8240 Zionsville Rd. Indianapolis, IN 46268 3" THICK, CAST STONE CAP (317) 870-2619 VARIABLE THICKNESS, CAST STONE CAP TRANSITION TOP OF WALL TO MAINTAIN CONSTANT ELEVATION Lighting Designer PIECE - SEE 5/L-601 PROVIDE DRIP CAP TRANSITION NOTE: CM Buck & Associates SEE LAYOUT PLAN - SHEET L-202 NOTCH ON ONE PIECE CONTRACTOR TO PROVIDE SHOP DRAWINGS SIDE AT OVER- 6850 N. Guion Road 2'-0„ 1'-6" HANG, TYP. WALL AND Indianapolis, IN 46268 3 ALIGN TYP. 2'-0" CAP, TYP. 8" 6" g" 4�� (317)293-5704 L-601 TW 907.75 - T.0.W. TW 908.07 r7 6 w � N, C/) w w N > 5 r- w L-601 6 Ljj FINISH GRAD \ E SEE L-301 ................�.......1\.................L......................._......,.:;.............<....................... �: POINTS OF TANGENCY TOP OF WALL TO MAINTAIN CONSTANT` ELEVATION & ALIGN BACK OF CURB W/ BACK OF CAP TRANSITION PIECE WALL EDGE 24" LENGTH, CAST STONE CAP TRANSITION PIECE, MORTAR INTO REF. 7/L-202 FOR TERRACE CURB BENEATH PLAN REF. SHEET L-202 FOR WALL DETAILS PLACE ON TOP OF STONE WALL WHERE SECTION L 601 STONE WALL - CAP TRANSITION - ELEVATION INDICATED, TYP. 3/4" = V-0" L 601 CAST STONE CAP - TRANSITION PIECE - DETAIL DRAWN BY \ \ 8' I I 2 4 B B J `````0�0�0�"`IIIIIIIIIIIII►///////Q///'' >� 8 L-601 L-601 �`� r:A ST0 O�iw!ii��' so x,f CHECKED BY :� • No. I • PROVIDE 1% CAST STONE I =3 _ WASH ', END CAP PIECE - CAST STONE 8" 8 JP = *; 4154— — — SEE 5/L-202 END CAP PIECE - PROVIDE ............ ...:� — — — — WASH 1 • 2-0" = STATE 14 ;�Fss O SEE 5/L-202 OF AN -_-- — - - - _ - - - CAP LAYOUT �. CAP - - - - - - - — •'• p:' .N 1'-6" P.O.B. LAYOUT :;,: — — — —�I;, APPROVED BY ��i� •��A•• ,� DSO TYP. 1 -6 P.O.B. — 1 — — 14 p/� � TYP. � i � >� ........... .... — _ 11�0� 9y" - VERIFY 1 -6 1'-6" AND CUT IN FIELD EA. PIECE SPANS TYP. APPROX. 5° 9J/2" VERIFY TYP. 1 1 CAST STONE AND CUT IN FIELD �� 0W, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND CAP TRANSITION PIECE - SEE \ ` \ CAST STONE � ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND / ( CAP TRANSITION . ��j SHALL BE USED ONLY PURSUANT TO THE AGREEMENT 5/L-601 PROVIDE 1% PROVIDE 1% ( PIECE - SEE WITH RATIO ARCHITECTS, INC. NO OTHER USE, WASH / 5/L-601 DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT END CAP UNIT WASH COULD BE VARIABLE PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC.DIMENSION / END CAP UNIT RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND ` DEPENDING UPON COULD BE VARIABLE OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. �\� I � / ACTUAL LAYOUT IN // DIMENSION DEPENDING REVISIONS FIELD. VERIFY UPON ACTUAL LAYOUT \ � IN FIELD. VERIFY DASHED LINE \ \ \ / REPRESENTS WALL \ / CAP, TYP. \ \ � CUT CAP STONE / 14" TYP. TO FIT IN FIELD EQ. EQ. PROVIDE 1% PROVIDE 1% WASH WASH SHEET TITLE DETAILS : 6 PLAN ENLARGEMENT - WALL CAP LAYOUT PLAN N 126th & TOWNE PROJECT NO. SHEET NUMBER 07091.000 DATE L-601 MAR 17,2008 I RR. CONTRACTOR TO INSTALL CONTROLLER IN GABINET BEING INSTALLED BY OTHERS. a OW RNIX W, 116th St. & 126th St. ROUNDABOUTS Owner City of Carmel, IN One Civic Square Carmel, IN.46032 (317)571-2400 Landscape Architect RATIO Architects, Inc. \ 2169 Glebe St., Ste.200 Carmel, IN.46032 (317) 575-8907 \ S� Irrigation Designer LandTech Irrigation Consultants T �-p 8240 Zionsville Rd. Indianapolis, IN 46268 \ ��S (317) 870-2619 \\ CONNECT INNER LOOPS OF DRIP TO OUTER LOOPS ON Lighting Designer BOTH SIDES. CM Buck &Associates 6850 N.Guion Road Indianapolis, IN 46268 (317)293-5704 - ,/ - / / / / / , , / , , / / \ ,\\ \ �\ j 1llll% l " I I l l l 1 I I " " ' ' ' / l ' ' ❑ \ '\ \ \ �\ Illllll / l , , / l , jlllll " j ' j ' jll ' j Ij � � ljl Illij � lllll DRAWN BY � , IIIIII Illllil CHECKED BY 1.5 10 � \% \ \ `\�`\�`\` �� \\ APPROVED BY ,\\ \` \` \ \` \`\` % \ \ \ \ \�\�\ \, '\ \ \ \,\,\.� \` ,/j'j-/•/,/ ��/ � �' COPYRIGHT NOTICE: THIS ARCHITECTURAL AND / � ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND \ \ \ .�- -/"/"/'/ / / .:4�4 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT %'\'\�\,\.\-\�\.� \ �-- __ � _/,/'/-/,/�/'/' ,/ WITH RATIO ARCHITECTS, INC. NO OTHER USE, o(� \, -\'\,\, '\ -�_`- --_--- �_� �. /' DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT �' \ \ -\-�'�-_ ------ �' �� 'o, , PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ..,�` ....:per /-/' RAT 10 ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. '\ �- ------ -�- REVISIONS /.. ... \ ............. U 3 O O } V I" TAP ON WATER L I NE a I" SER\/ICE LINE FEEDING 3/4" s WATER METER SHEET TITLE Q �o IRRIGATION PLAN N ®e�®®®p°1°B°B°��®®®®i 1 IRRIGATION PLAN 0 N 126th & TOWNE ® .�°o R •• s IR-701 F ZAP R'�• �_ CH 0 5 10' 20' a�� e 0 AIL 111111A w m * Zo * ® IRRIGATION CONSVLTANTS PROJECT N0. SHEET NUM e 003249 °,� ` 07091.000 e• . v (317) 870-2619 E-MAIL LANDTECH�KMCTURF.COM S I G 14 ®° DATE I R=701 ®®�®®�MMEoR� MAR 17, 2008 MANUAL DRAIN VALVE SEE DETIAL 6 ` \ LF I Techline CONTINUES AROUND TO �\� � COMPLETE CIRCLE ago\ \\\ Techline CROSS fitting1 2 1 S\\� I SEE DETAIL 9 LINE FLUSHING VALVE SEE SPECIFICATIONS FINISH GRADE 3/4" DISC FILTER a FOR DEPTH COMPRESSION RING / \ . I TECHLINE TUBE "CROSS CONNECT" N �/� �� Techline TEE SEE SPECS PVC MAINLINE REMOTE CONTROL 3/4 SCH 80 3/4' PRV 3 4" SCH 80 Wiz: ` ` VALVE U ION U ION AT MIDPOINT OF CIRCLE /\/ ��/ / /j�� O2 FINISHED GRADE N p Techline TUBING BLANK TL (TYP.) PVC SUPPLY HEADER /\/ / FF,� ��/\�j/ O3 DRIP TUBE ELBOW OR TEE CENTER PVC HEADER / 4 /��\j�� 4 DRIP TUBE _ � I I - Techline LATERAL 116th St. & 126th St. 3 tT,O ��\/j\/\ O (OR EXHAUST HEADER) SEE SPECS oa o 6 PVC HEADER TUBING ROUNDABOUTS Techline TEE BLANK DRIP TUBE BLANK Techline - o O REMOTE CONTROL 5 \ � (INSTALL PER SPECS) FLOW VALVE WITH DISC FILTER AND PRV 70 START CONNECTION Techline 3/4" o SEE DETAIL 7 8 SEE DETAIL 5. MALE ADAPTER 000 o CLEAR MINIMUM i I O PVC FROM VALVE OR PVC TEE (SxSxT) Techline SHUT-OFF Owner AREA PERIMETER 9 - VALVE #TLSOV FEED TO NEXT DRIP 3/4" GRAVEL SUMP BLANK TUBING MAY U vnn��,, nnv��,,vnnv��,, J nnv,,��vnn��,, - nn��,, -nn��,, V v`-' yrr City of Carmel, IN I AREA PVC PIPING (1 CUBIC FOOT) 0 o`II'o` P ogp 0`LT'o`II'o o`II'o`II'o 0 0`t Techline TUBING LATERAL E ATTACHED TO O O O O O O O O O O O O OUTLET) 0n000000000 �, n-�, o nn�,�,, nn, �, n,0�, n1-�, n�,, 0 � � One Civic Square Og PVC TEE o`OP RP 0 ,90 o`FP o` P o` P o ,�� P��^ ^4 Carmel, IN. 46032 PERIMETER LATERALS BRICK SUPPORTS (317) 571-2400 2" IM 4" FROM EDGE (THREE) ISOMETRIC BRICK SUPPORT 1 CU. FT. PEA M x F I.P.S COUPLING 12" x 18" PVC OR POLY (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE Techline CV - ROUNDABOUT TUBING LAYOUT PVC SUPPLY HEADER END OR CENTER FEED 3 Techline START CONNECTION O.Te c hline LINE FLUSHING VALVE 5 REMOTE ,CONTROL VALVE W 3 4" PRV Landscape Architect 1 DETAIL- NO SCALE 2 (PVC TO TEE) SECTION - NO SCALE W/ SHUT-OFF VALVE SECTION - NO SCALE 8C 3/4 DISC FILTER SECTION - NO SCALE RATIO Architects, Inc. 2169 Glebe St., Ste.200 Carmel, IN. 46032 (317) 575-8907 BACKFLOW PREVENTER 1 2 4 SIDE VIEW ��COVER 1 '� UNION Irri a e o n D ri Irrigation Designer . 12• MIN. g LandTech Irrigation Consultants QUICK p ❑❑❑ ❑❑ ❑❑❑ ❑ Techline CROSS VALVE COUPLER 9 ❑ El El ❑❑❑ '' ��"�"� 8240 Zionsville Rd. ❑ El El ❑❑❑ 2 �- 1 . Provide drip irrigation for lawn areas as shown. Indianapolis, IN 46268 2. Drip tubing shall be fed by 1 pvc pipe. (317) 870-2619 3 I I I I 3. Drip tubing shall be installed 6 below the finished grade . .. _ . . . with landscape staples every 36". 4 METER AND 4. Drip tubing shall be installed in evenly spaced rows/circles 6 5 _ Techline TUBING -� PIT �' " ;. ob° .o:•;° OTHERS I FLOW- approximately 18 apart throughout the lawn areas, starting 2 I�I-1�•o� ^. d•°•.° .° .. •�Q=� VALVE I Lighting Designer -III-III-I I I I-III-III-III 'I-III; o from the edge of the curb/pavement. TOP VIEW I�I I 1=1 11= =1 I 1=1I 1=l!1= -III- Cross connect drip tube circles at two points in the zone; at CM Buck & Associates -I 1511;, I I 11 I-I I I-1 I I: I I 5 3/4• METER ,• ,• the point the valve connects to the zone and at a point 180' 6850 N.Guion Road 6 Cross-connections are shown on plan. Indianapolis, IN 46268 POINT OF CONNECTION TO 2• 5. A Disc Filter and Pressure Regulator shall be installed immediately (317)293-5704 LEGEND II (� SERVICE FOR IRRIGATION CONTRACTOR downstream from the control valve for the drip zone. 1. ALUMINUM BACKFLOW ENCLOSURE. 5. WATER SERVICE INLET PIPING. T E'C I�l 111 e C R❑S S 8 1 R C 0 N N E C TI ON 6. Install a Manual Drain Valve at the end point(s) of the drip zone COLOR TO MATCH ELEC. CABINET N in a valve box. AT SE CORNER OF SITE. 6. WATER SERVICE OUTLET PIPING. secnoN - No scALE 2. BACKFLOW PREVENTER. 7. FINISH GRADE. 3. ANCHOR ROD (TYPICAL). 4. POURED CONCRETE BASE - 6" MIN. THICKNESS - EXTEND 4" BEYOND OUTSIDE DIMENSIONS OF Legend ENCLOSURE. t e S rr *i a ° t I o n O g 6 ALUMINUM BACKFLOW ENCLOSURE 1. This drawing is for diagrammatic purposes only. Actual layout N.T.S sT36 of sprinkler heads, drip tube, valves, controller and other - Mainline (1 " Class 200 PVC) equipment shall be determined on site. Minor field adjustments shall be made at no additional cost to the owner. Laterals (1" Class 200 PVC) 2. Contractor is responsible for verifying location of all site utilities and making the necessary adjustments to the irrigation system ----_-_-- Netafim Drip Tubing - #TLCV26-1810 for lawn area to accommodate the infrastructure. 3. Mainline and laterals shall be 1" Class 200 PVC pipe. PVC lines O New 3/4" water meter, 1" tap and 1" service line feeding drip zones and lines connecting separate drip areas shall - by irrigation contractor be 1 " PVC. 4. All PVC fittings are to be solvent weld Schedule 40. Drip tube fittings shall be Netafim drip tube fittings. © Controller: Weathermatic Smartline #1600 5. Remote control valves shall be as noted in legend. with #SLW10 weather monitor All valves shall be installed in valve boxes with the lid mounted at ground level. Valve boxes shall be Carson 12"x18" rectangular ►/ Reduced Pressure Assembl Breaker backflow preventer (Febco #825Y-1) or 10 round types. All valve boxes shall contain 1/2" pea in Strong Box enclosure VSBBC-30AL gravel from the bottom of the box up to the bottom of the pipe. Lid Flush 6. Quick coupling valves shall be mounted on 1" triple elbow (� Line-size brass ball valves (Harvard #56-100), With Grade swing joints. One quick coupling key shall be provided with the in valve box. DRAWN BY Curb Box system. With Cover/Lid 5' 7. All pop-up irrigation heads shall be installed on Funn Pi e, or D-I Quick Coupling Valves: flexible cut-off risers, with a clearance of 6 (minimum) from (Verify) NOTE. Toro #474 tic �, the edge of any nearby paved area. Weathermatic #V100 HDPE Sleeve** �' 8. All piping shall be installed: mainline at 18" below grade, laterals CHECKED BY (Under Pvmnt) 7) 7 Or Smaller Service Line P P g g Hunter #QCV-100 c at 12"-16" below grade. Rainbird #5RC Shall Be Direct Tap Unless 9. This irrigation system was designed assuming that at least 10 on swing joints, in valve boxes. ¢s m will be available at a minimum of 54 PSI static at the � LO N Approved B Carmel Utilities. gP pP rove y point of connection). Pressure loss in the system is estimated at 24 .i. Electric Control Valves: APPROVED BY 0 2) Corporation Stop Shall Be p s 1" � 10. All lateral pipe shall be pulled with a vibratory plow. The Brand And Model Approved By 'slit-dome' shall be compacted to its original grade. Weathermatic 12024EF-10 Block Riser Carmel Utilities. 11 . Contractor is responsible for settling of all trenches and sprinkler Toro 254-06-04 Concrete Block Irritrol 250OTF +� Curb stop heads for period of one year. 3) Service Line Top Shall Be 12. The irrigation controller shall be as noted in the legend. The Hunter PGV-100MM Copper Service Line controller shall be mounted on the electrical panel, in a box Rainbird 100-PGA '/.�, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND , Installed With A Min. Horiz. provided by others, near the location shown on the plan. The ENGINEERING DRAWING IS GIVEN IN CONFlDENCE AND Separation of 24 owner shall provide 120V-AC power to the controller locations. Drip Zone Valve :��j SHALL BE USED ONLY PURSUANT TO THE AGREEMENT Corporation stop Electrical connections to the controller will be by the electrical Toro #EZF-21-04 with pressure regulator and filter WITH RATIO ARCHITECTS, INC. NO OTHER USE, Tapped Full-Circle 4 2 Inch Taps And Smaller contractor. Irr. contractor is responsible for mounting the Pressure Re - Netafim PRV075LF42 DISSEMINATION OR SENT OF R MAY C MADE WITHOUT ° ) P P g g' # PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. N Wrap Around controller in the box and running wires to the valves and Filter - Netafim #DF075-120 RAT I O N Stainless Steel Water Main Shall Not Be Installed Within ALL COMMON LAW RIGHTS OF COPYRIGHT AND X - varies /'-o" 5' weather monitor. The irrigation contractor shall allow for five- Length OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. Service Clam Within 78 Inches of Mechanical hundred feet of controller-to-weather monitor communication Clamp g p MP Rotator 3000 nozzle on 12 pop-up Spray Head body (Verify) Joints And Bells. wire in the bid. (mounted on FunnyPipe or flexible cut-off risers): o HDPE Sleeve** 13. Contractor is responsible for installing the SLW10 weather sensor REVISIONS Under Pvmnt � P g moray Head Bodies ( ) on the light pole nearest the controller. Coordinate final location Toro 570-Z 0) 11 a of sensor with owner. Weathermatic LX ° � 14. All wire shall be #18 direct burial U.F. multi-cable. Cable should Irritrol HS WA include two extra wires (5 wires total.) METER Hunter Pro-spray -- 0 15. A 1 Quick coupling valve shall be located at the irrigation water Rainbird 1800 L Curb Sto It supply point (downstream of the backflow preventer) to provide a Curb Box p a point of injection for compressed air (40 psi maximum) to purge With Cover/Lid the system of retained water in preparation for winter shut-down # Top = Zone/Controller station assignment of the system. Bottom Left = Size of valve Copper Service Line 16. The mainline and wires running from the roadside into the # # Bottom Right = Gallons per minute for that zone roundabout will require a bore. Coordinating this is the LD * Service Saddle Must Be Omitted For Services I" And Smaller And responsibility of the irrigation contractor. Mainline and wires may SHEET TITLE CN Direct Taps Made to Ductile Iron Pipe, Class 350 Or Greater. (Verify be installed h the same sleeve. with Owner For Pressure class D/P. CITY OF CARMEL RESIDENTIAL WATER SERVIC 17. Contractor shall warranty the system for one full year from the o``®®��,IIIUIBI�/,'j��,� IRRIGATION DETAILS : ° ) date of acceptance. �� FF•Z.�°� ®Oi ° ** For all Service Lines Installed Under Pavement Install HDPE Sleeve STANDARD DETAILS WITH CURB STOP DETAIL 18. Contractor shall provide As-Built drawings of the completed ERR%; '� 126th & TOWNE Under Pavement Section. DBAQi9>G ��- installation to the owner on reproducible vellum. As-built _CH %N PARCH 200 �GeLE; NOT TO SCALB CROSSROAD @IGINBSRS, PC Cif4-2 drawings shall be the same scale as the original drawings. = °� 19. Contractor shall conduct a training session with the owner (or m * Ze IRRIGATION CONSULTANTS = - representatives) demonstrating the operation of the system i `:0 003249 OJ w� and the controller. As part of this training, contractor shall provide (317) 870-2619 E-MAIL LANDTECH�KMCTURF.COM '•.•,.oF. IGN�(a�e° Q PROJECT NO. SHEET NUMBER one spring start-up and one fall shut-down of the system. ��iO/►gMERG�V��® 07091.000 20. Contractor shall verify location of property lines, right-of-ways, ��/e'llllllo`e` _ and easements on the site. They shall confirm these locations ' R=702 U with the owner, then obtain the necessary permits/approvals DATE before installation commences. MAR 17, 2008 o LIGHTING FIXTURE AND EQUIPMENT SCHEDULE a � HOUSING 3 "� Fes•• 3 LAMP TYPE QUANTITY DESCRIPTION ° MOUNTING �� ; 9 5/8" L1 2 HADCO ILN5D4 LED BRONZE FINISH 12V 12.4 WATTS LED(INCLUDED) SEE DETAIL GRANULAR MATERIAL(RIVER ROCK) T 1 HADCO TBC303-15 TRANSFORMER 120V IN 12,13 14 OR 15 V OUT N/A SEE DETAIL ENCASULATED TRANSFORMER � ��` t�T��z ��;• MOUND UP AS SHOWN ,\ 3"WIDE,ALL SIDES NOTES: ...._ ':... 1 EXACT LOCATION OF TRANSFORMER AND LIGHTING FIXTURES TO BE DETERMINED AT TIME OF INSTALLATION IN CONJUNCTION WITH ARCHITECT **2 USE SILICONE-FILLED LIQUID-TIGHT WIRE NUTS FOR ALL IN-GROUND CONNECTIONS GROUND **3 SECONDARY WIRING MUST BE SIZED AS REQUIRED TO MAINTAIN 12V AT THE FIXTURE 125 CONDUIT ENTRY AREA **4 RUN ALL WIRING TIN MIN.SCHEDULE 80 PVC CONDUIT 116th St. & 126th St. MUST BE POTTED **5 INSTALL ALL MATERIAL PER LATEST FEDERAL,STATE AND LOCAL CODES AND ORDINANCES AND PER MANUFACTURER'S INSTRUCTIONS ROUNDABOUTS - LIQUID TIGHT CONNECTOR (BY E.C.) 12V OUTPUT Owner 120V INPUT City of Carmel, IN One Civic Square O Carmel, IN. 46032 (317)571-2400 TYPICAL TRANSFORMER MOUNTING L1-801 NOT TO SCALE \ \� Landscape Architect RATIO Architects, Inc. 2169 Glebe St., Ste.200 Carmel, IN. 46032 0 (317)575-8907 FIXTURE HOUSING 8 Irrigation Designer SPLICE WITH LIQUID TIGHT 4 1/8" LandTech Irrigation Consultants _\ z WIRE NUTS GRANULAR MATERIAL(RIVER ROCK) \ 8240 Zionsville Rd. PROVIDE AS SHOWN-SEE 11-501 \` \ Indianapolis, IN 46268 Vll \\ (317) 870-2619 SUBGRADE `\ 4 3/8" 8 Lighting Designer CM Buck & Associates 6850 N. Guion Road 5" FACTORY SEALED WIREWAY \`, Indianapolis, IN 46268 (317)293-5704 FIXTURE CABLE `\ FEED CABLE IN PVC CONDUIT 120V POWER FROM UTILITY BOX \ 2 TYPICAL FIXTURE MOUNTING L1-801 NOT TO SCALE L1 L1 TRANSFORMER(TYPE T) SET IN-GROUND,SEE DETAIL 1/1-I-801 T IN-GROUND TRANSFORMER DRAWN BY ....... ....... 1111 ENSURE ALL RUNS DO NOT va A. DI�O�////// INTERFERE TREE RLO CONFLICT CATIONS `��`'.••�;�s'rFl•,?io�' TYPICAL LANDSCAPE LIGHT(TYPE L1) OR ROOTBALLS,TYP. V F SEE SHEET L-201 CHECKED BY = �I O• 120V/1P POWER — 4154 * STATE OF P APPROVED BY � 3 ONE LINE LOGIC DIAGRAM NOT TO SCALE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND . ,4,!4 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT .... ....__-_.-......•..... ,,: .••••.......___.....•••........••... ,,,< .......... ................ :,, ...••.••..........•---------.••••••... ,,, PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND 0 0 OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. � \ REVISIONS L N 0 A 4 TYPICAL LIGHTING FIXTURE LAYOUT 0 A Lt-801 0 5 10' 20' A A A A 0 a o 0 SHEET TITLE 0 LIGHTING PLAN : 126th & TOWNE PROJECT NO. SHEET NUMBER 07091.000 0 DATE L1=801 MAR 17, 2008