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Carmel Streetscape 4th and Main Street Roundabout 7 A C M 41010N Cannel Streets A ca e : 4th and Main aln Street R Carmel, Indiana a Li a w WALTER cr. ,` u �tDUI MAk�A�LICE DR GRACE_DR c DT w ftc VELLI= L GIR+CLE DR DRIFTWOOD b �- 4,4 Drawing Index 00 �, m smokEy a L-�' COVER SHEET o 0! ' C.00L CREED �, LP 1.1 LAYOUT PLAN AND DETAILS t`- UJ cry BLVD W LP 1.2 LANDSCAPE PLAN AND DETAILS LEAS 9 . �JCH ,Sv ww P 1.1 PLUMBING PLAN AND DETAILS l3 ° E 1.1 ELECTRICA %S1 (A L PLAN AND DETAILS � - ShAUKE-777D-1 0' E L IA ELECTRICAL PLAN AND DETAILS ALTERNATE UJ o IRR 1.1 IRRIGATION PLAN AND DETAILS SM K EY F�� RD E 13 Tai .T Z1 z W STH .ST` N E LU ux s-- w Cti w rz F, �'' Ld 6TH. . T' N W > t� 5TH T NW 57H T NE c �m '`1t11;�. BC WIt LC?1�UUjC�'' R� t . , r PAR( I © 4TH T`NW 4TH. ,s NE v" Wo,"0' >= 31�a 'NW w c3 R 3RD NE m - C'� _J o LAR - a w w c°� 4 v: x ¢ Z 2N T.WVl 2ND T NE Ld CL 'DR,' 1ST T NW 1ST:, NE '� z CA d HERIT �E � �: ALWYNE RD Ld SIN T UJ a 4 ICR jL i ST ST SW 51=.ST SE ° GR w; O w EDR N C cs :ALBERT cr RUNDELL ERNSTBERGER ►�[� ,. En a :z 2Na S 2NQ ST SE o CARLiN ASSOCIATES, LLC �- EMERSQN .RD d 3RD T -SE' o► m CT WILSm �` 3Rd ST' .� w z LTA AVE - Land Planning, Urban Design, Landscape Architecture 429 East Vermont Street, Suite 110 N AREA PLAN Indianapolis, IN 46y @reasi7)263-0127 Project Site NOT TO SCALE *F ,W CARMEL STREETSCAPES INTE LJ LW January 15 , 2007 4 A4ZWo ItMAu7- ------------- - -------- ----------- ---------------- 3/8"JOINT,TYP.BACKER ROD yl AND CAULKED r; CONTINUOUS C.I.P.BASIN WALL FLUID APPLIED WATERPROOFING, REFER TO BELOW SPECIAL PROVISIONS. W 4,000 PSI C.I.P.CONCRETE WITH TROWEL FINISH W 3 BAR @ 12"O.C.EACH WAY ry R9 1" PITCH TO DRAIN, 1%MIN. CAST STONE CAP 4 �'° WMA 160M TYP.OF 14 TOTAL r: ' )7 77� 4 2 CAST STONE WALL FACE BELOW ! i l=1 i =1 I=1 I I=1 I I=1 I I1 i t=1 t l=1 i t=1 I OMPACTED SUBGRADE COMPACTED#53 STONE LAYOUT PLAN KEYNOTES CAST STONE CAP PLAN VIEW POOL BASIN FLOOR PLANTING AREA. REFER TO LANDSCAPE PLANS, S T \1 SHEET LP 1.2 -- ---- 1/2+1 = 1, 6 1�, _ 1' S - T ] — _ ] 2 CONCRETE PAVERS TO MATCH EXISTING.REFER TO - - O DETAIL 5,LP 1.1 AND SPECIFICATIONS. 1 � / / \ BACKER JOINTROD AND CAULKED. ( 1 C.I.P.POOL BASIN WITH CAST STONE VENEER.SEE TYP. 4'-91/16" '���� DETAIL 1,THIS SHEET. \ NP CAST STONE WALL CAP TYP OF 14 TOTAL ROBINSON IRON'MARIETTA'FOUNTAIN. PROVIDED f \ O BY OWNER, INSTALLED BY CONTRACTOR PER MANUFACTURER'S RECOMMENDATIONS. \ ROBINSON IRON, 1-800-824-2157. WWW.ROBINSON IRON.COM. MAINSTIR T / , EXISTING CONCRETE PAVERS,TO REMAIN. �/ ....;.�:�rv:�'• \ i E 4'-91/16" O 2 n TYP. r. L3/9'JOINT,TYP. BACKER ROD AND CAULKED O EXISTING CONCRETE CURB,TO REMAIN. CAST VR1p•5' WALL VE EER TYP.OF 14 TOTAL ! ( ] ) EXISTING WATER VALVE,TO BE ABANDONED, �J COORDINATE WITH CARMEL WATER UTILITY 10 'O- �6S� 6 TYP. (2) EXISTING ELECTRIC BOXES,TO BE REMOVED. CAST STONE WALL ELONGATED ELEVATION $ 1/2 1 O EXISTING UTILITY BOX. SEE ELECTRICAL AND - - - - - - ---------------------------------- - -- IRRIGATION PLANS. \ ____ 1 1 EXISTING WATER VALVE,TO REMAIN c / 1 TYP. EXISTING CONDUIT: (2) 1"CONDUIT LINES,VERIFY �;� r 11 LOCATION IN FIELD. SEE IRRIGATION AND ELECTRICAL PLANS FOR USE OF EXISTING CONDUIT. 1 i ` DIRECTIONAL BORE(S) FOR FOUNTAIN SYSTEM, SEE FACE OF WALL, 9'-0"RADIUS O PLUMBING PLAN. CONTRACTOR TO DETERMINE i'-6" J# 2" NUMBER AND SIZE OF BORES. 11 POOL VAULT AND FOUNTAIN MECHANICALS. SEE % STAINLESS STEEL DOWELS, PLUMBING PLAN. � � ! ! ���/ REFER TO DETAIL,TOH S CAP SHEET TWO PER PIECE 13 11 4 l� 1 � o TOP OF WALL, 4 5/8" R21, —�837.28 TYP. 12 3/8"MORTAR JOINT, RAKED � 1 "Ole MORTAR BED JOINTS, AND CAULKED / RAKE AND CAULK,TYP. 11, • • 3' STAINLESS STEEL DOWELS, 1 -6 13 #4 VERTICAL BAR TWO PER PIECE �` % POOL WATERPROOFING,SEE SPECIAL PROVISIONS CAST STONE VENEER TOP OF FOUNDATION, \ \ 9 ./ POOL BASIN FLOOR, REFER TO DETAIL 6 THIS SHEET 835.78 TYP. % Y ' I 3/8"WEEPHOLE AT HEAD JOINTS % 3/4"DEEP SEALANT WATER STOP BY VOLCLAY 0 5' 10' 20' #4 VERTICAL BAR 2'-5 1/2" %% COMPACTED I— I —) I CONTINUOUS C.I.P. CONCRETE „_ \ SUBGRADE,TYP. I _ I1. NORTH SCALE 1 10' -- 1 BASIN WALL Qh— 61, 1 ------------------------__ __- -___ 1' 1 _____________L i- �` �,------------- --------------- ;- 1 / #4 STIRRUP @ 12"O.C. - LAYOUT PLAN - _ � #4 @ 12 C.I.P. CONCRETE FOUNDATION ++ OVERLAP ENDS 1 = 1 O I I #5 BAR TOP AND BOTTOM ' EACH FACE 1 11117711 -'11 I —11 RUNDELL ERNSTBERGER 3"MIN. 2'-6" ASSOCIATES, LLC CLEAR TYP. Land Planning,Urban Design,Landscape Architecture 429 East Vermont Street,Suite 110 Indianapolis,IN 46202 (317)263-0127 E-mail reaindy @reasite.com Olt 91-0„ POO� ........ BASIN WALL Muncie Office:(765)747-9737 WATER LEVEL. COPYRIGHT NOTICE: THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE 3 LEVEL FOUNTAIN WITH METAL SHIMS PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND POOL BASIN WALL AND FOUNDATION, FOR EVEN WATER FLOW AROUND ALL O W REFER TO DETAIL 4 THIS SHEET. PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, TIERS. CU AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE ROBINSON IRON FOUNTAIN,REFER TO < TOP OF WHATSOEVER,WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDELL ERNSTBERGER TEMPLATE TO BE PROVIDED BY MANUFACTURER POOL WATERPROOFING,TYP. REFER TO WALL, ASSOCIATES,LLC.THE OWNER/CLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND SPECIAL PROVISIONS. 837.28 TYP. PLANT BED OR PAVEMENT,REFER REFERENCE IN CONNECTION WITH THIS PROJECT. 1"CHAMFER.TYP. �_ TO LAYOUT PLAN. EDGE CONDITION,ALUMINUM BRICK STOP SECURED TO CONCRETE _ BASE.TYP.ADJACENT TO ALL PLANT BEDS. REFER TO PLANS. r — — — — 1 SLOPE VARIES AND IS TO FALL 1"DIA.SS ANCHORS, I 3/4"SEALANT,TYP. TOP OF EVENLY AND SMOOTHLY FROM VARIES 4 TOTAL.COORDINATE WITH ( 1 I 1'-6"MIN. FOUNTAIN MANUFACTURER ON I ( FOUNDATION,33 T . EXISTING TO BACK OF � WATERSTOP BY VOLCLAY,TYP, 1/4"MAX. HANDTIGHT SWEPT SIZE, EXPOSURE AND SPACING. .- — — CONTINUOUS ► 4th and Main (� ) 1 ' 2" CONCRETE PAVER Roundabout - - - - - - - - - - - -- - - i I ; - -s✓— — — -d— — — - NEOPRENE MODIFIED ASPHALT ADHESIVE — — EXISTING CONCRETE CURB F1 POOL BASIN FLOOR, �,� EMULSIFIED ASPHALT BINDER COURSE(RS-I OF CS-I) Carmel, Indiana REFER TO DETAIL 6 THIS SHEET ' l •„ I p 1/2"DEEP SEALANT N-6"MIN. �I Q #4 VERTICAL BAR,6 TOTAL 1�'�'�� 'Q PROVIDE EXPANSION JOINT WHERE WALK ABUTS L — _ �— J C.I.P.CONCRETE FOUNTAIN BASE.ADJUST DIAMETER OF _ __ _ o �b o® o o q� EXISTING CURB AND PROPOSED POOL WALL. USE Layout Plan and Details BASE TO FIT BUILT SIZE OF FOUNTAIN. REFER TO TEMPLATE Jr 1 1 `� O O TAR IMPREGNATED NON-EXTRUDING JOINT MATERIAL ( TO BE PROVIDED BY MANUFACTURER FOR FINISHED I — A _ _ _ _ _ _ EXISTING CURB OR PROPOSED POOL BASIN WALL.SEE PLANS. p Q FOUNTAIN SIZE. SEE DETAIL 2,SHEET E 1.1 FOR ELECTRICAL — — — — _ — _ COMPACTED#53 STONE AND MECHANICAL CONDUITS. Project#: 061024 COMPACTED SUBGRADE .�`'"rr'r'r"',r Date: 01/15/2007 (5) #5 BAR, NOTE:EXPANSION JOINT MATERIAL SHALL BE"ZIP-STRIP" 2'-7" EXPANSION MATERIAL WITH REMOVEABLE CAP BY 4,000 PSI CONCRETE WITH 6x6x10 WWM CENTERED IN ��.`�y\N O$BU'•.,, Drawn by: CC;`�<c, :�,y Diameter GREENSTREAK OR APPROVED EQUAL. SLAB Checked by: KO POOL BASIN N RE _ •1�o. 9r z�• _ CO C TE PAVERS ile: STATE OF r„ Drawing No. NOT TO SCALE '`�'1p ' •.NDI ANp 'OIL 04P a\`'� LP 101 W Quantity Symbol Botanical Name Common Name Size Root Notes W r/ PERENNIALS ~ 52 COR-V COREOPSIS VERTICILLATA 'MOONBEAM' MOONBEAM COREOPSIS 1 GAL. CONT. 18" O.C. V) = 24 GER-S GERANIUM SANGUINEUM 'ALPENGLOW' ALPENGLOW GERANIUM 1 GAL. CONT. 18" O.C. 30 SED-S SEDUM SPECTABILE 'AUTUMN JOY AUTUMN JOY SEDUM 1 GAL. CONT. 24" O.C. ANNUALS 165 BEG-B BEGONIA BAYOU PINK BICOLOR BAYOU PINK BEGONIA 4" CONT. 10" O.C. 6) GER-S MISCELLANEOUS 59) BEG-B 2.5 SHREDDED HARDWOOD BARK MULCH CUBIC YARD SEE SPECIAL PROVISIONS 15 TOPSOIL CUBIC YARD SEE SPECIAL PROVISIONS GENERAL NOTES 9) CORN _ 9) CORN 1. REFER TO LP 1.1 FOR LAYOUT PLAN. 2. REFER TO IRR L I FOR IRRIGATION PLANS. 3. REFER TOE 1.1 FOR ELECTRICAL PLANS. r/ \ 4. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT /j LOCATIONS AND PLANT BED EDGES PRIOR TO INSTALLATION. ON-SITE ADJUSTMENTS MAY BE FINISH GRADE REQUIRED. 5) SED-S o o ° ° ° ° ° ° • l 5) SED-S 5. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY MAIN STREET // o ° TOPSOIL DEPTH AFTER SETTLING SOIL 1X1 TOTAL TOPSOIL DEPTH, PLACED IN TWO EQUAL LIFTS TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS 5) SED-S 5) SED-S TRANSITION ZONE OF TOPSOIL, _ (I.E. SPACING) DICTATE, UNLESS OTHERWISE DIRECTED 1 I o o SUBSOIL (SEE SPEC.) —_� —_III BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO 3" IN LAWN AREAS AND 6" IN PLANT BED AREAS VERIFY BED MEASUREMENTS AND INSTALL 9 CORN O' I APPROPRIATE QUANTITIES AS GOVERNED BY PLANT 9) COR-V SUBSOIL —� � �=1 I I 11 I—III=1 I I=1 SPACING PER SCHEDULE, 6 6} GER-S GER-S I` I' 1 EARTHWORK/TO PSO I LING DETAIL b. RECONDITION AND RESTORE ALL AREAS DISTURBED t BY CONSTRUCTION ACTIVITIES. ° ° ° ° t NO SCALE 41) BEG-B 7. ALL PLANT BEDS TO RECEIVE 2"MINIMUM OF o SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. ° ° NOTE: ALL PERENNIAL BEDS SHALL BE PLANTED USING TRIANGULAR \\ ° ° PLANTING SCHEME, REFER TO PLANTING SCHEDULE FOR 8. EARTHWORK CONTRACTOR SHALL INSTALL TOPSOIL \\ /� ON-CENTER PLANTING DIMENSION. IN ALL PROPOSED PLANT BED AREAS AND ALL PROPOSED/DISTURBED LAWN AREAS. GENERAL (T) EARTHWORK EARTHWORK AND LANDSCAPE CONTRACTOR SHALL \\ COORDINATE QUANTITY AND PLACEMENT OF TOPSOIL. LANDSCAPE CONTRACTOR SHALL VERIFY \ i DEPTH OF TOPSOIL PRIOR TO PLANT INSTALLATION. REFER TO SPECIFICATIONS FOR TESTING AND PLACEMENT OF REQUIREMENTS OF TOPSOIL. 9) COR-V -' 7) COR-V 9. REFER TO DETAIL 1 LP 1.2 FOR TOPSOIL PLACEMENT. 59) BEG-B 6) BEG-B -� / REFER TO PLANS FOR FINISH GRADE \ 5) SED-S 5) SED-S 2"SHREDDED HARDWOOD BARK MULCH \\ 12"PREPARED SOIL, SEE SPEC.'S COMPACTED SUBGRADE \ PERENNIAL & GROUNDCOVER PLANTING 2 %%% / NO SCALE 0 5' 10' 20' NORTH SCALE: I"= 10' PLANTING PLAN RUNDELL ERNSTBERGER ASSOCIATES, LLC Land Planning,Urban Design,Landscape Architecture 429 East Vermont Street, Suite 110 Indianapolis,IN 46202 (317)263-0127 E-mail reaindy @reasite.com Muncie Office: (765)747-9737 COPYRIGHT NOTICE: THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WHATSOEVER,WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDELL ERNSTBERGER ASSOCIATES,LLC.THE OWNER/CLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION WITH THIS PROJECT. 4th and Main Roundabout Carmel, Indiana Planting Plan and Details Project#: 061024 Q Date: 01/15/2007 % `N • ...... ,''; Drawn by: CC N0. 97 21 Checked by: KO -File: SLATE OF Drawing No.: f�gPE • A ��,���,. LP flo s :FIN (q& EXISTING 8" WATER MAIN GENERAL PLAN NOTES: "A 1I.A DOMESTIC WATER LINE TO UITLITY VAULT of 6 MINIMUM BURY ON 1 1/2 SHALL BE 5'-0" 2. MINIMUM BURY ON FOUNTAIN LINES SHALL BE 1 All SKIMMER (SK-1) 3. FOUNTAIN DRAIN PIPING SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED JOINTS. J. SUCTION DRAIN 4. FOUNTAIN SUCTION AND DISCHARGE PIPING SHALL BE SCHEDULE 80 MERIDIAN PVC WITH SOLVENT WELDED JOINTS. 5. DOMESTIC WATER LINE, FOUNTAIN FILL LINE AND IRRIGATION 4/ 2" FEATURE SUPPLY SS SUPPLY LINE SHALL BE TYPE K COPPER WITH SOLDERED JOINTS. ENGINEERING 2" 2 FILTER INLET 6. CONTRACTOR SHALL FIELD VERIFY EXI ( ) 2" SUCTION LINE ELEVATIONS, MATERIALS, ETC. PRIOR TO BEGINNING WORK. FITTING (E::J1 EXISTING GROUP INNG 1�2" 7. CONTRACTOR SHALL FIELD COORDINATE WORK WITH ALL OTHER TRADES. " 3 FOUNTAIN DRAIN WATER MAIN 8. WATER METER INSTALLATION SHALL BE COORDINATED WITH AND INSTALLED 7240 Shadeland Station, Suite 210 IN COMPLIANCE WITH THE CITY OF CARMEL WATER UTILITIES. Indianapolis, Indiana 46256 ------- - ------ -_------- 9. BEUNTAIN PUMP ENCLOSRE AND ASSOCIATED COMPONENTS SHALL Telephone: (317) 596-4990 OVERFLOW AND WATER INSTALLED IN SMALLEST FOOTPRINT AS POSSIBLE, NEAREST EXISTING TRAFFIC CABINET. LEVEL SENSOR Facsimile: (317) 596-4998 2" FEATURE SUPPLY ` ' ''` ~ L` fi HOUSING (PE/"S-1 10.PROVIDE SUBMITTAL DATA FOR ALL FOUNTAIN PIPING AND COMPONENTS. "41 SHUT-OFF VALVE 2" FILTER DISCHARGE -en -group.com WNM meridian gineering 2u SUCTION LINE W/ACCESS COVER 1 FOUNTAIN FILL 311 -----------rj I" IRRIGATION ;.. .-'f Z_ k EXISTING METER PIT---a—,"") EXISTING MANHOI F %� , METER PI P1 t CHLORINATOR T 'FEATURE ASSEMBi.-Y CONNECT SUPPLY 2 FOUNTAIN PUMP TO FOUNTAIN SUPPLY 1 DOMESTIC WATER— �-ASSEMBLY (EE-_10 (PING TT'BE PIPING �.i `ALL DIREC11ON Y,,,BOR FOUNTAIN FILL FITTING UNDER STREET SLOPING ED (SAME AS�, FILTER INLET FITTING),,, TOWARDS ;'P P`11, V ENCLOSUOEUM SEE I" IRR14TION SUPPLY FOUNTAIN FILL EXISTING 8" IRRIGATION PLANS 17 SOLENOID (FS-1 WATER MAIN REDUCED PRESSURE iA BACKFLOW PREVENTER (RPBP-1) J PANEL FOUNTAIN CONTROL EXISTING TRAFFIC BOX N O R T H FOUNTAIN PLUMBING PLAN PLUMBING EQUIPMENT SCHEDULE (1) 1/2- CONNECTIONS IN TOP BOWL MANUFACTURER KW/ RUNDELL ERNSTBERGER MARK DESCRIPTION MODEL NO. HP VOLTS PHASE WEIGHT NOTES ASSOCIATES, LLC Land Planning, Urban Design,Landscape Architecture FORD METER BOX COVER STWE A3 3/4. METER 1/2 REDUCED PRESSURE WILKINS 429 List Vermont Street Suite 110 IndianapoLis.IN 46202 (317)26-3-0127 E-mail rcaindv: Tcasite.com FINISHED GRADE (2) I/f CONNECTIONS IN MIDDLE BOWL RPBP-I BACKFLOW PREVENTER 975XL-10 50 GPM 0 12 PSI, BRONZE INLET STRAINER. ANGLE BALL METER VALVE "THE FOUNTAIN PEOPLE 75 GPM @ 50' TDH, 2" SUCTION, 1 1/2" FILTER DISCHARGE, 2" FEATURE Muncie Officc:(765) 747-9737 !6 FOUNTAIN DISCHARGE, HEAVY-DUTY FRP ENCLOSURE WITH LOCKABLE LID, FORCED 7 FP-1 VAULT-PAK MODEL 1 HP 120 1 .............. PUMP ASSEMBLY AIR VENTILATION, ALL NECESSARY VALUING FOR INDIVIDUAL FEATURE (2) 3/4' CONNECTIONS IN LOWER BOWL PFV—AC100 OPERATION AND FILTER OPERATION, IN—LINE MEDIA FILTER CARTRIDGE. COP PLC BASED AND PRE—PROGRAMMED FOR FEATURE DISCHAGE CONTROLL, THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETALS AS SHOWN ON THIS DOCUMENT ARE THE SOLE PVC FOUNTAIN "THE FOUNTAIN PEOPLE" PLASTIC TIE-/ - FILTER DISCHAGE CONTROLL, WATER LEVEL CONTROL AND LOW WATER PROPERTY OF RUNDELLERNSTBERGER ASSOCAATES,LLC AND WERE CREATED,DEVEI-OPED.AND SUPPORT FCP-1 CONTROL PANEL CPL-3000T 120 1 CUT—OFF, INTEGRAL TIME CLOCKS. MOUNT PANEL INSIDE EXISTING PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS.PLANS, AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE FORD METER BOX PFV—AC100 I TRAFFIC CABINET, COORDINATE WITH E.C. WHATSOEVER,WITHOUT THE EXPRESSED WRITTEN CONSENT OF RUNDELL ERNSTBERGTR ASSOCIATES.L.L.C.THE OWNEWCUENT SHALL BE PERMTTE D TO RETAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION WITH THIS PROJECT. MODEL PSB-244-20-60 1 1/2" INLET, 1 1/2- OUTLET, INTEGRAL DIAL ADJUSTMENT, 9 LBS. AC-1 AUTOMATIC "THE FOUNTAIN PEOPLE" CAPACITY. INSTALL IN VALVE BOX — APPLIED ENGINEERING PRODUCTS CHLORINATOR MODEL WTC-910 MODEL 1730-18P2A OR APPROVED EQUAL. UNION SD-1 SUCTION "THE FOUNTAIN PEOPLE" 13" SQUARE ANTI—VORTEX/DIVERTER PLATE, FRP SUMP, INTEGRAL 4th and Main ELECTRICAL CONDUITS - SEE DRAIN MODEL R-83-3 WATER STOP FLANGE, BOTTOM OUTLET. Roundabout 24" DEEP ------ ELECTRICAL DRAWINGS b 20* ,..'�GRAVEL BASE ,----FOUNTAIN BASE CIONDIETE PEDESTAL MAIN "THE FOUNTAIN PEOPLE" 3" DRAIN FITTING WITH REMOVABLE PLUG AND INTEGRAL Carmel, Indiana FO OUTLET. DRAIN MODEL FFD-300 WATER STOP FLANGE, BOTTOM OVERFLOW DRAIN 2" FEATURE THE FOUNTAIN PEOPLE WATER METER DETAIL L:--,- POOL BASIN FLOOR OF/WS-1 WATER LEVEL BRONZE HOUSING, 30 DRAIN CONNECTION WITH WATER STOP, SUPPLY NOT TO SCALE SENSOR CONDUIT CONNECTION TO WATER LEVEL SENSING PROBE. Plumbing Plan MODEL CWL-002WDWS 1/2 x___._..____..._._..._..,_____._. "THE FOUNTAIN PEOPLE" CAST BRONZE EYEBALL FITTING, 30 GPM CAPACITY. M /V Project 06198 IF-1 FILTER INLET FITTING X0 MODEL R-85B PROVIDE SAME FITTING FOR FOUNTAIN FILL FITTING. yENT S14f vi S T .... ... 4 1/0 Date: 01-15-07 't ........1....• ;5" 1w VALVEBODY. 06 <v Drawii bv: CW BRASS CONSTRUCTION, 120 VOLT ELECTRONICS, GN T "THE FOUNTAIN PEOPLE" APPLIED ENGINEERING PRODUCTS MODEL No. No. FS-1 FOUNTAIL FILL SOLENOID INSTALL IN VALVE BOX 120 1 = Clicckcd bv: DWS RVS-100G 1730-18P2A OR APPROVED EQUAL INSTALL SHUT-OFF VALVE ON : PE60880406 -* r,-,-)PLUMBING FOUNTAIN ELEVATION PE1 9700197 1 IRRIGATION SUPPLY LINE INSIDE BOX. STATE OF File: �NOT�TOSCA�LE ����� ,p STATE OF ---------------- T IT % Dm in No.: SK-1 SKIMMER "THE FOUNTAIN PEOPLE" BRONZE FACEPLATE, FLOATING WEIR, REMOVABLE TRASH BASKET, - --------- -370NAL FSK-1 50J 1 1/2' DRAIN CONNECTION, BOTTOM OUTLET. y/w/111111111 I I 4�;x X Pi 1 t T y GENERAL NOTES: REFERENCE SYMBOLS AND INFORMATION ( 1, REMOVE TWO (2) EXISTING ELECTRIAL BOXES VERIFY f q I O O I s, ( I + 10 FT POWER CABLE INCLUDED ` GENERAL NOTES: GENERAL INFORMATION OR REQUIREMENTS WHICH '' II EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. WITH EACH FIXTURE. LEAVE 2 FT OF } MIDDLE BOWL FIXTURES SLACK COILED IN BOWL. PERTAIN TO ALL SHEETS OF THE DISCIPLINE IT f } TYPE A NEMA 4 i IS LOCATED ON. -_.._._..__._ f{I 2. REFER TO LIGHTING POWER AND CONTROL WIRING DIAGRAM " ." a s' ti i+ FOR LIGHT FIXTURES. FIXTURE O O O O JUNCTION BOX TRANSFORMERS TYPICAL GENERAL PAN NOTES. GENERAL INFORMATION OR REQUIREMENTS WHICH 3. REFER TO DETAIL 3/Et FOR LAYOUT OF LIGHT FIXTURES. LARGE BOWL FIXTURES PERTAIN ONLY TO THE SHEET IT APPEARS ON. � 3 4tr „I , I TO 120V TERMINAL BLOCKS 4. REFERENCE SPECIFICATIONS FOR BID ITEM INFORMATION. `y ,: .. r- i r €;4 I � +' 's '�, '� n r NEMA 4 THROUGH TIME CLOCK FLAN NOTES: KEYED NOTES WHICH ARE SPECIFIC ONLY TO ` 5. EXACT LOCATION AND AIMING OF LIGHTING FIXTURES `ti 'tip I JUNCTION BOX THE SHEET IT APPEARS ON. KEYED NOTES ARE WILL BE DETERMINED IN FIELD. EC SHALL CONNECT LIGHTS 9 )TL L b1 L 11It 7 � , 2 #12 AND #12G AWG COPPER O O O O O O ( NUMBERED TO CORRESPOND WITH THE NUMBER r. m,. FOR TEMPORARY OPERATION TO ALLOW FOR PLACEMENT/ :r I INDICATED BY THE PLAN NOTE SYMBOL i -°� , *, AIMING BY ENGINEER/LANDSCAPE ARCHITECT. .�`.� � �`, v ' POOL BASIN FIXTURES - - - - - - - - - - - - - - 10 FT POWER CABLE INCLUDED DETAIL REFERENCE: INDICATES LOCATION OF DETAIL USED FOR :> E + ' CLARIFICATION OF INSTALLATION. ( 1 PLAN NOTES. WITH EACH FIXTURE. LEAVE I - r , I SLACK COILED IN POOL BASIN ASTRONOMIC TIME TO 120V TERMINAL BLOCK 1 NEW HANDHOLE, SIMILAR TO QUAZITE PG1730BA28 WITH COVER yT CLOCK + I �-----DETAIL NUMBER 4 ry $ 1._._'r O PG1730CA00. PROVIDE 1-6 FOR ROCK OR CRUSHED GRAVEL MERIDIAN 2 ,12 AND #12G AWG COPPER j E � FOR DRAINAGE. COORDINATE EXACT LOCATION WITH LANDSCAPE I - SHEET WHERE DETAIL IS LOCATED } i W P a =..:. 1 � � � � �� � ARCHITECT. SEE DETAIL 5/Et. t � - f '•I 11 ENGINEERING SECTION REFERENCE: INDICATES LOCATION OF SECTION OR ELEVATION -- - : _ _ .._.: >,t , EXISTING SERVICE AND CONTROL CABINET. CONFIRM EXACT ALL ITEMS WITHIN DASHED BOX SHALL BE THROUGH AREA INDICATED. _ MOUNTED INSIDE SERVICE AND CONTROL CABINET ~° 6 ` LOCATIONS IN FIELD PRIOR TO BID, REFER TO DETAIL 4/El. + .10 GROUP, INC . EXISTING CONDUIT FOR POWER. PROVIDE 2 DEDICATED CIRCUITS ` � # SECTION/ELEVATION NUMBER , I E# I 7 -f FOR LIGHT FIXTURES AND WEATHERPROOF GFCI. RECONNECT i 1'. V CONDUIT M NEW HANDHOLE. 7240 Shadeland Station Suite 216 SHEET WHERE SECTION/ELEVATION IS LOCATED f,. 1 LIGHTIN�Gl 0 E R AND CONTROL DIAGRAM �t -1, Q EXTEND 2' PVC CONDUIT TO FOUNTAIN PEDESTAL AND STUB UP Indianapolis I,, : ndiana 46256 I B ABOVE WATER LINE. REFER TO DETAIL 2 E1 AND 3 1<< J.r / /E FOR DETAILS. Tele hone: 317 596-499 NOT TO SCAL € ® PLAN NOTE Telephone: O - } °' S PROVIDE 3/4' SCHED. 40 PVC TO WEATHERPROOF GFCI RECESSED Facsimile: (317) 596-4998 NOTES: CONNECTION POINT OF NEW TO EXISTING i r r' O 1� F IN POOL SURROUND. WHILE IN USE TYPE IS NOT REQUIRED. 1. DIAGRAM MAY NOT INCLUDE ALL PIECES AND PARTS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR IS REQUIRED TO ' F : 1'uww,meridian-en ineerin - rou ,com DEMOLITION OF EXISTING TO THIS POINT --- - i; i'+' ® EXISTING CONDUIT DESIGNATED FOR IRRIGATION CONTROL g p E COORDINATE, SUPPLY, INSTALL, AND TEST COMPLETE SYSTEM INCLUDING ALL COMPONENTS WHETHER SHOWN OR NOT. $ r WIRE AND OVERFLOW AND WATER SENSOR CONTROL WIRE. 2- CONTRACTOR SHALL INCLUDE COSTS FOR ASTRONOMICAL TIMECLOCK PROGRAMMING TO SET TRIGGERS FOR EACH OF EIGHT EVENTS. REVISION NUMBER AND/OR FINISH FOUNTAIN PUMP ASSEMBLY WITH 1 SCHED. 40 PVC AND 314 SCHED. 40 PVC CONDUIT COMING F ! + ROM SERVICE CABINET. SEE 3. CONTRACTOR SHALL INCLUDE 01IdER TRAINING OF SYSTEM (MINIMUM ONE HOUR DURATION). I �X EQUIPMENT NUMBER DETAIL 4/E1. I I i 4. CONTRACTOR SHALL DEMONSTRATE FULLY OPERATIONAL SYSTEM TO LANDSCAPE ARCHITECT AND ENGINEER DURING PUNCHOUT AFTER NORMAL # °-------------- DEMOLITION ® PROVIDE 1/2 SCHED. 40 PVC TO OVERFLOW AND WATER LEVEL f SENSOR HOUSING. WORKING HOURS (ANTICIPATED BETWEEN 6PM TO 8PM). EXISTING TO REMAIN - ® PROVIDE 1/2' SCHED. 40 PVC CONDUIT TO FOUNTAIN FILL SOLENOID. NEW WORK 96TH STREET AND WESTFIELD BOULEVARD ROUNDABOUT ELECTRICAL PLAN @ PROVIDE 11:r SCHED. 40 PVC CONDUIT TO IRRIGATION NORTH SOLENOID, COORDINATE EXACT LOCATION WITH I.C. GENERAL CONSTRUCTION TO REMAIN ; 0 15' 30' 60' I I tt EXISTING QUAZITE BOX. t I ( s t PROVIDE 2' PVC SCHED. 40 CONDUIT FOR LIGHT FIXTURE GENERAL NOTES I POWER CABLE. EXTEND CONDUIT TO FOUNTAIN LUMINAIRE M I NAI RE SCHEDULE LIQUID-TTTE FLEXIBLE METAL PEDESTAL AND STUB UP 1. NOT ALL SYMBOLS INDICATED ON THIS DRAWING ARE Y NECESSARILY BOVE WATER LINE RILY USED ON THIS PROJECT. CONDUIT TO TRANSFORMER # CONTROL WIRING 1/2' PVC 2. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION LAMPS TOTAL AND REQUIREMENTS. F1XT. EXISTING POWER CONDUIT CONDUIT FOR IRRIGATION f MARK IDENTIFICATION VOLTS FlXT. MANUFACTURER FROM SERVICE AND CONTRA SOLENOID 3. MOUNTING HEIGHTS INDICATED ARE TO THE CENTERLINE OF TYPE N0. WATTS CABINET TRANSFORMER DEVICES OR BOXES, UNLESS NOTED OTHERWISE. 4 4. DEVICES, WIRING, FIXTURES, ELECTRICAL CONNECTIONS, ETC. SUBMER98LE WHITE LED FIXTURE, POLYMER HOUSING AND HIGH INTENSITY JUNCTION BOX w. � INDICATED ON THE DRAWINGS ARE NEW AND SHALL BE A YOKE WITH ADJUSTING HARDWARE 120 12 HADCO UL W5D4 PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, lm (WHITE) UNLESS NOTED OTHERWISE. TRANSFORMER I CONTROL WIRING 1/2° PVC 5. THE ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE [ LIQUID_TITE � CONDUIT FOR OVERFLOW AND r ELECTRICAL REQUIREMENTS WYI1H ALL SHOP DRAWINGS FOR FLEXIBLE METAL SENSOR WATER LEV ELECTRICAL CONNECTIONS TO EQUIPMENT FURNISHED BY THE CONDUIT TO TRANSFORMER EL_ OWNER, GENERAL CONTRACTOR, MECHANICAL CONTRACTOR, LUMINAIRE SCHEDULE NOTES AND/OR PLUMBING CONTRACTOR. CONNECTIONS AND 1. THE MANUFACTURER AND CATALOG NUMBERS LISTED HEREIN REPRESENT THE TYPES AND QUALITY Of FIXTURES REQUIRED. ADDITIONALLY, THE EXISTING CONTROL WIRE I REQUIRED COMPONENTS SHALL BE AS INDICATED ON THE I REQUIREMENTS IN ALL COLUMNS OF THE LUMINAIRE SCHEDULE AND IN THE FOLLOWING LUMINAIRE NOTES AND IN SECTION 16511 MUST BE MET. IN 5 HANDHOLE TOP VIEW CONDUIT FOR OVERFLOW AND I APPLICABLE SHOP DRAWINGS, ' THE EVENT OF A CONFLICT, THE PHYSICAL DESCRIPTION SHALL SUPERSEDE ANY ENCRYPTED REQUIREMENTS IN THE CATALOG NUMBER. NOT TO SCALE WATER LEVEL SENSOR CONTROL WIRE AND IRRIGATON '6. IN THE EVENT OF CONFLICT BETWEEN REQUIREMENTS DETAILED 2. ALL LUMINAIRES SHALL BE LISTED BY U.L AND HAVE A U.L LABEL NOTES: SOLENOID CONTROL WIRE FROM 1 IN DRAWINGS, SPECIFICATIONS, OR GENERAL CONDITIONS THE SERVICE AND CONTROL EXISTING SERVICE ENCLOSURE 1. PROVIDE 1'-6° OF ROCK OR CRUSHED GRAVEL ON BOTTOM SIDE OF CABINET I BIDDER SHALL INFORM THE ENGINEER Of SUCH CONFLICT IN 3. VERIFY COMPATIBILITY OF ALL FIXTURE COMPONENTS, INCLUDING BUT NOT LIMITED TO LAMPS, LAMP SOCKETS, BALLASTS, LENS, ETC. ANO NOTIFY THE HANDHOLE FOR DRAINAGE. ' WRITING NOT LATER THAN TEN (10) DAYS BEFORE SUCH BIDS ENGINEER OF ANY CONFLICTS PRIOR TO PLACING ORDER FOR LUMINAIRES. ARE DUE IF SUCH NOTIFICATION IS NOT PROVIDED, THE CONCRETE CONCRETE ENGINEER SHALL RESOLVE THE CONFLICT WHEN NOTIFIED, AND 4. AIM ALL AIMABL.E LIGHT FIXTURES IN THE PRESENCE OF THE ARCHITECT ENGINEER. SUBMIT A POOL- SURROUND PEDESTAL EXISTING I THE CONTRACTOR SHALL ACCEPT THE ENGINEERS RESOLUTION / RECORD Of HOW EACH LUMINAIRE IS AIMED. ---� r---- ELECTRICAL POWER 7!(AtA0aj14j WITHOUT ANY FURTHER COMPENSATION. s LIGHTING POWNER AND CONTROL AREA I I I I ELECTRICAL CONTROL BOX 5. SUBMIT A SAMPLE OF EACH LUMINAIRE THAT IS REQUESTED BY THE ARCHITECT. °` -..- 1' PVC SHED. 40 SEE DETAIL 1/E1.1 7. THE ELECTRICAL CONTRACTOR SHALL INCLUDE I DETAIL I I I I RLTNDELL ERNSTBERGER REQUIREMENTS SPECIFICALLY RELATED TO ELECTRICAL WORK 2 1*TYPICAL LARGE BOWL I I I I f I I I I ASSOCIATES, LLC INCLUDING: LIGHTNING PROTECTION, CLOCK CONTROL, AND = O L- _J L_ J LIGHTING CONTROLS. REFER TO PLANS AND SPECIFICATONS ,., f i` MIDDLE BOWL I FOR REQUIREMENTS. ; ' ( ! rl i ®® Land Planning, Urban Design, Architecture I d / 0 __' -' I 429 East Verniont Street,Suite 110 A,. IRRIGATION f --rl �- -1 2($. REFER TO CONSTRUCTION MANAGER5 PHASING PLANS FOR �; ,� Indianapolis,IN 46202 (317)263-0127 E0 ADDITIONAL INFORMATION AND REQUIREMENTS. THE ELECTRICAL ! z' +, i `�' { -�� CON1ROLlJ:R I I I E-m l ii r DRAWINGS AND SPECIFICATIONS DO NOT DIRECTLY ADDRESS L s a camel}.urcasitc.conT PHASING ACTIVITIES THE EC SHALL BE RESPONSIBLE FOR THE ' 3 L----J L---J a__ 3 Mni COORDINATION Of SELECTIVE DEMOLITION, TEMPORARY u c c Dflicc: (7ti_)747-9737 ELECTRICAL CONNECTIONS, AND NEW WORK WITH THE PROJECT + !' f, • '' GRADE SCHEDULE. THE OWNER INTENDS TO OCCUPY THE FACILITY JUNCTION BOX DURING THE CONSTRUCTION PROCESS, THEREFORE EXISTING t III I i COPYRIGHT NOTICE: ELECTRICAL SERVICES TO AREAS AND EQUIPMENT MUST BE t' ' � � ,-� I I I I 1 r-I 2 / n THECONCEPfS,IDEAS,DESIGNS,PLANS,ANDDETAILSASSHOWN0NTH0DOCUUENTARETHESOLE MAINTAINED WITH OUTAGES SCHEDULED THROUGH THE 1 ' I ' 1 NEW '' r f I I I I NEW 1 SCHED. 4O PVC THECOTYDFRUNDELL ERNST6ERGERASSOCWTES.LLCANDNdERECREA r ( I I TED.DEVELOPED,ME) CONSTRUCTION MANAGER. I_"- ��-�" "-"�' � HANOHOLE `----•--~`� I CONDUIT TO FOUNTAIN PUMP PRESENTED FOR USE ON THIS SPECIFICPROJECT.NDNEOFTHECDNCEPfS.I 3 3 ?� FOUNTAIN BASE ° I I I 1 L DEAS.DES�ads,PLANS, CONCRETE PEDESTAL " w ___--."...._�..,. ASSEMBLY FOR PUMP POWER AND DETAILS SHALL BE USED By ANY PERSON;FIRM,OR CORPORATION FOR ANY PURPOSE I I I I ROUTE THROUGH EXISTING VMHATSOEYERwRNOUTTHEEXPRESSEDWRITTEN CONSENT OFRUNDELL EFNSTBERGM 9. BRANCH CIRCUITS THAT ARE 1Z0 VOLTS SHALL HAVE WIRE SIZE ; -" -` "` NEW 3/4' SCHED. 40 PVC CONDUIT 1 MIATSATES,LLC.THEOWNE EXPRETSHAllBEPERMITTED70REi I I QUAZITE BOX. RINCOWESFOR INFORMATION AND BASED ON THE FOLLOWING TABLE WHICH WILL RUN FROM THE 1 TO FOUNTAIN PUMP ASSEMBLY FOR I I ( REFERE7JCEINCONNECTIONUMITHTHISPROJECT. PANEL TO THE FIRST DEVICE (HOME-RUN). USE #12 AWG 1' PVC SCHED. 40 SLEEVE i 1" PVC SCHED. 40 SLEEVE N 0 R T H PUMP CONTROL WIRING. ROUTE I DEVICES. I ' ! THROUGH EXISTING QUAZITE BOX. DISTANCE TO FIRST DEVICE ORE AWG 2' FEATURE � 4 d 00 FT. ; WATER SUPPLY a POOL BASIN FLOOR LIGHTING LAYOUT AT FOUNTAIN I #12 r 100 - 150 FT. #10 i 151 - 250 FT. #$ 7 i B NOT TO SCALE EXISTING CONDUIT FOR 4th and Main 251 - 350 FT 1 } NOTES: EXISTING CONDUIT FOR CATS POWER TO HANDHOLE Roundabout O1 VERIFY EXACT FIXTURE LOCATIONS WITH LANDSCAPE ARCHITECT. LIGHTING CONTROL WIRE, NEW 3 4' SCHED. 40 PVC I PLUMBING CONTROL WIRE AND / 2' SCHED. 40 PVC Q I ADJUST ANGLE OF FIXTURES IN FIELD AS DIRECTED BY LANDSCAPE CONDUIT TO FOUNTAIN FILL Carmel, Indiana • IRRIGATION TO HANDHOLE j CONDUIT TO 1 ARCHITECT. HANDHOLE N O R T H SOLENOID. ROUTE THROUGH EXISTING QUAATE BOX. f O ROUTE 2' CONDUIT FROM HANDHOLE TO CONCRETE PEDESTAL STUB 2 ELECTRICAL FOUNTAIN ELEVATION CONDUIT UP IN FOUNTAIN BASE, SEE DETAIL 2/E1. USE PROPER Electrical Plan I 1 NOT TO SCALE CONNECTIONS TO PROVIDE FOR A WATER TIGHT CONNECTION. SERVICE AND CONTROL CABINET DETAIL I NOTES: O3 ROUTE POWER CABLE FROM EACH FIXTURE TO OPENING IN FOUNTAIN, NOT TO SCALE o„��py.ENuuuu�n'iiiir �iq Project ct#: OG1�18 PROVIDE WATER TIGHT SEAL CONNECT TO JUNCTION BOX IN BASE OF NOTES: .�� �. \.`\`"""`u�ILILILILNr,,,"' ��.,, je ���..`� KENT g��A �0 W, S t J '''��,, Q USE 1' PVC SLEEVES TO ROUTE POWER CABLE FROM POWER SUPPLY FOUNTAIN. SEE DETAIL 2/E1. QTR .,6\S.• • s, Q� _..-• 0 Date: Ol-l;-07 O HARDWARE IRRIGATION CONTROLLER TO 1P-20A CIRCUIT Q- : T�;Q p O : G1STE;•.'sy IN HANDHOLE TO FIXTURES IN POOL BASIN. BREAKER IN ELECTRICAL POWER AND CONTROL BOX. `�� F4:y ' ..QF. FQ:• = Dra��7lb>': DU LOCATE TRANSFORMERS IN HANDHOLE. _ N�• NCI• = ClT k ! HOMERUNS FROM LIGHT FIXTURES LOCATED IN LARGE AND MIDDLE 2 2 12 AND 12G IN 3 4' C PE19700197 _ = PE60880406 �� b.: DWS O # � / -o: ST � � � b: File: t BOWL TO POWER SUPPLY LOCATED IN HANDHOLE = - ATE OF STATE OF � - ' .!�D ANA'` ,M• /NDIANp, ' O INSTALL JUNCTION BOX AS REQUIRED TO TERMINATE POWER CABLES 3� FOUNTAIN CONTROL PANEL FCP-1 TO 1P-2OA CIRCUIT �. F G F'••....•. ����� Draxv ing No.: �. BREAKER IN ELECTRICAL POWER AND CONTROL BOX. s `SS/pNAt�� .o• FROM FIXTURES ONTO HOMERUNS TO TRANSFORMER IN THE HANDHOLE. '�yO'rmsn�l�muR��`�"``\`"\ NA SIZE \` SIZE WIRE PER MANUFACTURERS RECOMMENDATIONS. -- •� ' " - Elml GENERAL NOTES. - i REFERENCE SYMBOLS AND INFORMATION H E 3 ,a" �. o o ' 1. REMOVE TWO (2) EXISTING ELECiRIAL BOXES VERIFY f 60 FT POWER ATA CABLE INCLUDED j ;I EXACT LOCATION NTH ARCHITECTURAL DRAWINGS. r F /p GENERAL NOTES: GENERAL INFORMATION OR REQUIREMENTS WHICH I l P' , M1 WITH EACH FIXTURE. LEAVE 2 FT OF ' " MIDDLE BOWL FIXTURES SLACK COILED IN BOWL. PERTAIN TO ALL SHEETS OF THE DISCIPLINE IT ' ' ..___-___.__ _ __+, 2. REFER TO LIGHTING POWER AND CONTROL WIRING DIAGRAM ! IS LOCATED ON. FOR LIGHT FIXTURES. ' TYPE A NEMA 4 ENCLOSURE I w L € FIXTURE O O O O SEE NOTE 1 ° ? . 3. REFER TO DETAIL 3/E1 FOR LAYOUT OF LIGHT FIXTURES. F I GENERAL PLAN NOTES: GENERAL INFORMATION OR REQUIREMENTS WHICH TYPICALp L COLOR KINETICS ._ t;. �. I '^ r h LARGE BOWL FIXTURES POS-150e PERTAIN ONLY TO THE SHEET IT APPEARS ON. e 4 4. REFERENCE SPECIFICATIONS FOR BID ITEM INFORMATION. a .,•- �I��' g���L CATEGORY 5 TO 120V TERMINAL BLOCK I PLAN NOTES: KEYED NOTES WHICH ARE SPECIFIC ONLY TO j J 5. EXACT LOCATION AND AIMING OF LIGHTING FIXTURES '� �`°; 1 o 3{ ' ,t,•1 �1z 1 6 . RJ45 DATA CABLE + THE SHEET IT APPEARS ON. KEYED NOTES ARE WILL BE DETERMINED IN FIELD. EC SHALL CONNECT LIGHTS .'` 2 #1 2 AND #1 2G AWG COPPER „y,. � ° FOR TEMPORARY OPERATION TO ALLOW FOR PLACEMENT O O O O O O COLOR KINETICS NUMBERED TO CORRESPOND WITH THE NUMBER I / , PDS-150e I INDICATED BY THE PLAN NOTE SYMBOL. ' - - - I " AIMING BY ENGINEER/LANDSCAPE ARCHITECT. - - --NEMA 4 ENCLOSURE, SEE NOTE 1 I POOL BASIN FIXTURES COLOR KINETICS PS-60 RETAIL REFERENCE: INDICATES LOCATION OF DETAIL USED FOR N NOTES: w. 60 FT POWER DATA CABLE INCLUDED I CATEGORY 5 COLOR KINETICS CLARIFICATION Of INSTALLATION. WITH EACH Fl RE LEAVE 6 FT OF I-PLAYER 2 TO 120V RECEPTACLE f I {�1 NEW HANDHOLE, SIMILAR TO QUAZITE PG1730BA2$ WITH COVER SLACK COILED IN POOL BASIN RJ45 DATA CABLE I ,' PG1730CA00. PROVIDE 1'-6` FOR ROCK OR CRUSHED GRAVEL BNC CONNECTOR (COMES WITH PS-60) j # �-DETAIL NUMBER E MERIDIAN FOR DRAINAGE. COORDINATE EXACT LOCATION WITH LANDSCAPE E ARCHITECT. SEE DETAIL 5/Et. LC&D GR1408-OTC-NO I I, ENGINEERING s CONTROL PANEL TO 120V TERMINAL BLOCK I ��SHEET WHERE DETAIL IS LOCATED I 26-PIN RIBBON CABLE WITH SCREW TERMINAL ADAPTER - - - - - - - - 2 X12 AND 1120 AWG COPPER- - J j - _. ._ ._.. i =� �2 EXISTING SERVICE AND CONTROL CABINET. CONFIRM EXACT SECTION REFERENCE: INDICATES LOCATION OF SECTION OR ELEVATION ( SCIDYNE 100-7625/26 OR EQUAL CONNECTED TO EXPANSION { '�' ~L k'� LOCATIONS IN FIELD PRIOR TO BID, REFER TO DETAIL 4/E1. I ALL ITEMS WITHIN DASHED BOX SHALL BE 6 s THROUGH AREA INDICATED. s, , PORT OF I-PLAYER 2, KEEP WIRING AS SHORT AS POSSIBLE, I _ _ � Y- UNTE I SIDE SERVICE AND CONTROL CABINET s _ T O3 EXISTING CONDUIT FOR POWER. PROVIDE 2 DEDICATED CIRCUITS I# SECTION/ELEVATION NUMBER i 7 FOR LED DRIVERS AND WEATHERPROOF GFCI. RECONNECT 7240 Shadeland Station E •}, 3 _.. CONDUIT TO NEW HANDHOLE. C 71 I ' r ♦.:.� f , Suite 210 ' 4� EXTEND 2 PVC CCIVOUIT TO FOUNTAIN PEDESTAL AND STUB UP Indianapolis, Indiana 46256 I SHEET WHERE SECTION/ELEVATION IS LOCATED ,• j LIGHTING POWER AND CONTROL DIAGRAM PLAN NOTE I 9 u { - ABOVE WATER LINE. REFER TO DETAIL 2/E1 AND 3/E1 FOR DETAILS. Telephone: (317) 596-4990 1 PROVIDE 3/4' SCHED. 40 PVC Facsimile: 317 596-4998 NOT TO SCALE NOTES: ' - CONNECTION POINT OF NEW TO EXISTING ( IN POOL SURROUND. WHILE IN USE TYPE OTREQUIRED.�S ) www.meridian-en ineerin rou com 1. LOCATE BOTH POWER SUPPLIES PDS-150e IN NEW HANDHOLE AT FOUNTAIN. - DEMOLITION OF EXISTING TO THIS POINT ® EXISTING CONDUIT DESIGNATED FOR CATS LIGHTING CONTROL g g-$ P• t " CABLE AND OVERFLOW AND WATER SENSOR CONTROL WIRE. DIAGRAM MAY NOT INCLUDE ALL PIECES AND PARTS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR IS REQUIRED TO I {-„ �; COORDINATE, SUPPLY, INSTALL, AND TEST COMPLETE SYSTEM INCLUDING ALL COMPONENTS WHETHER SHOWN OR NOT. j 7 FOUNTAIN PUMP ASSEMBLY WITH 1" SCHED. 40 PVC AND 3 4° Q REVISION NUMBER AND/OR FINISH ;; Q / 2. CONTRACTOR SHALL INCLUDE COSTS FOR PROGRAMMING OF I-PLAYER FOR EIGHT EVENTS INTO PROGRAM MEMORY. PROGRAMS SHALL BE s SCHED. 40 PVC CONDUIT COMING FROM SERVICE CABINET SEE DETAIL 4 1_ DEVELOPED BETWEEN INSTALLER AND CITY REPRESENTATIVE I O IE X EQUIPMENT NUMBER +,i �; ;�'�-' I? ? Q PROVIDE 1/2" SCHED. 40 PVC TO OVERFLOW AND WATER LEVEL 3. RELAY ONE (SCENE ONE) BUTTON ON LC&D CONTROL PANEL SHALL BE SET FOR SPECIAL EVENT SCENE (ALTERNATE BLUE AND WHITE j -------------- DEMOLITION ; SENSOR HOUSING. COLORS) FOR MANUAL OVERRIDE BY CITY. PROVIDE 1/2' SCHED. 40 PVC CONDUIT TO FOUNTAIN FILL 4. CONTRACTOR SHALL INCLUDE COSTS FOR ASTRONOMICAL TIMECLOCK PROGRAMMING TO SET TRIGGERS FOR EACH Of EIGHT EVENTS. EXISTING TO REMAIN ---- SOLENOID 5. CONTRACTOR SHALL INCLUDE OWNER TRAINING OF SYSTEM (MINIMUM FOUR HOURS DURATION). § s N " 96TH STREET AND WESTFIELD BOULEVARD ROUNDABOUT ELECTRICAL PLAN N o R T H 'fl PROVIDE COORDINATE XgNA¶ITOTM IRRIGATION s 6. CONTRACTOR SHALL DEMONSTRATE FULLY OPERATIONAL SYSTEM TO LANDSCAPE ARCHITECT AND ENGINEER DURING PUNCHOUT AFTER NORMAL y 0 15' 30' 60' I __._._r._..r._...___. _�_..._._.._. ._., GENERAL CONSTRUCTION TO REMAIN WORKING HOURS (ANTICIPATED BETWEEN 6PM TO 8PM). 11 EXISTING OUAZITE BOX. k € i i � s i PROVIDE 2' PVC SCHED. 40 ` I CONDUIT FOR LIGHT FIXTURE POVD/DATA CABLE. EXTEND GENERAL NOTES CONDUIT TO FOUNTAIN DAISY CHAIN CATS CABLE TO LIQUID-TITS FLEXIBLE METAL PEDESTAL AND STUB UP SECOND LED DRIVER s 1. NOT ALL SYMBOLS INDICATED ON THIS DRAWING ARE E LUMINAIRE SCHEDULE CONDUIT TO LED DRIVER ABOVE WATER LINE. NECESSARILY USED ON THIS PROJECT, CONTROL WIRING 1/2° PVC 2. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION i LAMPS TOTAL EXISTING POWER CONDUIT CONDUIT FOR IRRIGATION AND REQUIREMENTS. I FlXT. IDENTIFICATION VOLTS FIXT. FROM SERVICE AND CONTROL LEO DRIVER 2 SOLENOID MARK WATTS MANUFACTURER CABINET SEE NOTE 2 3. MOUNTING HEIGHTS INDICATED ARE TO THE CENTERLINE OF TYPE N0. DEVICES OR BOXES, UNLESS NOTED OTHERWISE. ( SUBMERSIBLE RG FIXTURE, CAS R HOU NG 4. DEVICES, WRING, FIXTURES, ELECTRICAL CONNECTIONS, ETC. YOKE WITH SILICON BRONZE ADJUSTING HARDWARE, COLOR KINETICS i TEMPERED SOFT FOCUS DIFFUSER, INTEGRATED DATA AND RGB HIGH INTENSITY JUNCTION BOX INDICATED ON THE DRAWINGS ARE NEW AND SHALL BE A 120 18 12 C-SPLASH 2 PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, POWER SUPPLY IN NEMA LOTION ENCLOSURE, UL LISTED FOR WET LED DRIVER 1 UNLESS NOTED OTHERWISE. SEE NOTE 2 CONTROL WIRING 1/2° PVC_J I 5. THE ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE LIQUID-TITE FLEXIBLE METAL CONDUIT FORSOROW AND ELECTRICAL REQUIREMENTS WITH ALL SHOP DRAWINGS FOR CONDUIT TO LED DRIVER CATS CABLE ELECTRICAL CONNEC1IONS TO EQUIPMENT FURNISHED BY THE LUMINAIRE SCHEDULE NOTES OWNER, GENERAL CONTRACTOR, MECHANICAL CONTRACTOR, I EXISTING CONTROL WIRE ' AND/OR PLUMBING CONTRACTOR. CONNECTIONS AND 1. THE MANUFACTURER AND CATALOG NUMBERS LISTED HEREIN REPRESENT THE TYPES AND QUALITY OF FIXTURES REQUIRED. ADDITIONALLY, THE C HANDHOLE TOP VIEW CONDUIT FOR CATS CABLE, REQUIRED COMPONENTS SHALL BE AS INDICATED ON THE REQUIREMENTS IN ALL COLUMNS OF THE LUMINAIRE SCHEDULE AND IN THE FOLLOWING LUMINAIRE NOTES AND IN SECTION 16511 MUST BE MET. IN `� NOT TO SCALE OVERFLOW AND WATER LEVEL APPLICABLE SHOP DRAWINGS. THE EVENT OF A CONFLICT, THE PHYSICAL DESCRIPTION SHALL SUPERSEDE ANY ENCRYPTED REQUIREMENTS IN THE CATALOG NUMBER. SENSOR CONTROL WIRE AND NOTES: IRRIGATON SOLENOID CONTROL 6. IN THE EVENT OF CONFLICT BETWEEN REQUIREMENTS DETAILED 2. ALL LUMINAIRES SHALL BE LISTED BY U.L. AND HAVE A U.L. LABEL. EXISTING SERVICE ENCLOSURE WIRE FROM SERVICE AND , } IN DRAWINGS, SPECIFICATIONS, OR GENERAL CONDITIONS THE 1. PROVIDE 1'-6" OF ROCK OR CRUSHED GRAVEL ON BOTTOM SIDE OF CONTROL CABINET { BIDDER SHALL INFORM THE ENGINEER Of SUCH CONFLICT IN I 3. VERIFY COMPATIBILITY OF ALL FIXTURE COMPONENTS, INCLUDING BUT NOT LIMITED TO LAMPS, LAMP SOCKETS, BALLASTS, LENS, ETC. AND NOTIFY THE HANDHOLE FOR DRAINAGE. WRITING NOT LATER THAN TEN (10) DAYS BEFORE SUCH DOS # ENGINEER OF ANY CONFLICTS PRIOR TO PLACING ORDER FOR LUMINAIRES. ARE DUE. IF SUCH NOTIFICATION IS NOT PROVIDED, THE CONCRETE CONCRETE 2. MOUNT LEO DRIVERS ON UPPER PORTION OF HANDHOLE WALL NEAR LID. EXISTING POOL SURROUND PEDESTAL r---� r---- ELECTRICAL POWER IN �, ENGINEER SHALL RESOLVE THE CONFLICT WHEN NOTIFIED, AND ? 4. AIM ALL AIMABLE LIGHT FIXTURES IN THE PRESENCE OF THE ARCHITECT/ENGINEER. SUBMIT A RECORD Of HOW EACH LUMINAIRE IS AIMED. LIGHTING POWER AND CONTROL AREA I I I I AND CONTROL BOX THE CONTRACTOR SHALL ACCEPT THE ENGINEER'S RESOLUTION ; I 1 I I OTHOUT ANY FURTHER COMPENSATION. 5. SUBMIT A SAMPLE OF EACH LUMINAIRE THAT IS REQUESTED BY THE ARCHITECT. 1" PVG,,SHED. 40 SEE DETAIL 1/E1.1 I I I SLEEVE SEE DETAIL I I I I RUNDELL ERNSTBERGER 17. THE ELECTRICAL CONTRACTOR SHALL INCLUDE 2/E1 REQUIREMENTS SPECIFICALLY RELATED TO ELECTRICAL WORK LARGE BOWL I I I I ASSOCIATES, LLC / L_ J L_ J INCLUDING: LIGHTNING PROTECTION, CLOCK CONTROL, AND ;% �! j ; MIDDLE BOWL T`_ _ _F j p Land Planning, Urban Design, Landscape Architecture LIGHTING CONTROLS. REFER TO PLANS AND SPECIFICATONS � €` i� TYPICAL ,, `_ I FOR REQUIREMENTS. �� ,, { 1 -- �? f s `•�, --- I 429 Est erniont Street Suite 110 I IRRIGATION I----�1 r- -1 2 Indianapolis,IN 46202 317 B. REFER TO CONSTRUCTION MANAGERS PHASING PLANS FOR _ CONTROLLER p (_ )263-0127 x _ - a ' t I I I E-mail rcaindy! W W rLL Legend . . Drip ------ Netafim Techline CV drip tubing (#TLCV26-1810) Sleeves (2" Sch. 40 PVC) 1. Provide drip irrigation in planting areas as shown. 2. Drip tubing shall be fed by 1" pvc pipe. 3. Drip tubing shall be installed beneath the mulch in and be pinned Controller: C Weathermatic Smartline (#SL800) with with landscape staples every 48". Smartline Weather Monitor (#SLW10) 4. Drip tubing shall be installed so that there are no "dead--ends" in the zone. Lines shall be installed approx. 18" apart throughout IRRIGATION KEYNOTES 0 the beds, starting 2" from the edge of the bed. Netafim Flush Valve (#TLFV-1) and Drain Valve (#TLSOV) 5. A Disc Filter and Pressure Regulator shall be installed immediately downstream from the control valve for each drip zone. lO CONNECTION POINT TO WATER SUPPLY. %� DETERMINE EXACT LOCATION ON SITE. 6. Install a Flush Valve and Drain Valve at the end points of the BACKFLOW PREVENTION IS BEING PROVIDED BY drip zone. OTHERS, UPSTREAM FROM IRRIGATION �i 7. Flush Valves and Drain valves shall be installed together in a 6 CONNECTION. Equ *ipment out round valve boxes. 1"BRASS BALL VALVE(HARVARD#56-100) !�/ , 1/�• �, \\\ 3 O3 1"QUICK COUPLER VALVE(#474-00) MAIN STREET ,�' ' ~� >> 'I 4 ELECTRIC CONTROL VALVE TORO#EZF-21-04 ----07 Notes IRRITROL#700-1 HUNTER G M 6 1. This drawin g is for diagrammatic purposes only. Actual layout RA NBIRD# PGA 0 of drip tubing, valves, controller and other equipment shall NETAFIM DISC FILTER # DF075-120 2 O be determined on site. Minor field adjustments shall be made at no additional cost to the owner. 111 ` 2. Contractor is responsible for verifying location of all site utilities O NETAFfM PRESSURE REGULATOR#PRV075LF35 and making the necessary adjustments to the irrigation system to accommodate the infrastructure. 3. Mainline shall be 1 Class 200 PVC pipe. 7O 1"PVC TO DRIP TUBING 4. Remote control valves shall be as noted in legend. All valves shall be installed in valve boxes with the lid mounted at ground level. Valve boxes shall be Carson 12"x18" rectangular valve box. All valve boxes shall contain 1/2" pea PLACE IRRIGATION CONTROL �� /j� gravel from the bottom of the box up to the bottom of the pipe. WIRES IN CONDUIT WITH AIR1 ii 5. Quick coupling valves (1") shall be mounted on 1" triple elbow FOR FOUNTAIN. REFER swing joints. One quick coupling key shall be provided with the ELECTRICAL DRAWING # .I.I. ��\� ����/ 6. Cant ctor is responsible for installing a weather monitor in % �� -- ~ vicinity of controller. Coordinate mounting of sensor with owner. \ 7. All piping shall be installed: mainline at 18" below grade, drip tubing POINT OF CONNECTION TO III LINE on surface, under mulch. PROVIDED BY OTHERS. CONTROL �/� 8. This irrigation system was designed assuming that at least 1 gpm VALVE, D15C FILTER AND PRESSURE will be available at a minimum of 35 PSI static (at the REGULATOR SHALL BE IN THIS point of connection). Pressure loss in the system is estimated IMMEDIATE AREA TOO. SEE EQUIPMENT 00 at 20 p.s.i. maximum. Contractor shall inform the owner's LAYOUT AND PLUMBING SHEET #PIOI. / representative if the pressure is below 35 p.s.i. 9. The irrigation controller shall be as noted in the legend. The CONTROLLER IN EXISTING controller shall be mounted as directed by the owner. The owner \ ELECTRICAL CABINET. / shall provide 120V–AC power to the controller's location. Electrical ,� connections and installations shall be performed in accordance with % } /' local code requirements. \ \ 10. All wire shall be #18 direct burial U.F. multi–cable. © • 11. A 1" Quick coupling valve shall be located at the irrigation water .% \Y % supply point (downstream of the backflow preventer) to provide a ECH % / a point of injection for compressed air (40 psi maximum) to purge IRRIGATION CONSULTANTS the system of retained water in preparation for winter shut–down (317) 870-2619 E-MAIL LANNECH00CTURF.COM of the system. %`` / 12 sleevsleeves shall shall 18" below subgr de. Irrigation t of the shall 0 5' 10' 20' place all sleeves as shown, unless directed otherwise. I If 13. Contractor shall warranty the system for one full year from the date of acceptance. 14. Contractor shall provide 'As–Built' drawings of the completed NORTH SCALE: V= 10' installation to the owner on reproducible vellum. As–built drawings shall be the same scale as the original drawings. IRRIGATION PLAN 15. Contractor shall conduct a training session with the owner (or _ 10 representatives) demonstrating the operation of the system and the controller. As part of this training, contractor shall provide , one spring start–up and one fall shut–down of the system. ` 16. Contractor shall verify location of property lines ri ght–of- ways, and easements on the site. They shall confirm these locations with the owner, then obtain the necessary permits/approvals before installation commences. RUNDELL ERNSTBERGER ASSOCIATES, LLC Land Planning,Urban Design, Landscape Architecture LINE FLUSHING VALVE WITH DRAIN VALVE 429 East Vermont Street,Suite 110 SEE DETAIL 6 Indianapolis, IN 46202 (317)263-0127 LINE FLUSHING VALVE E-mail reaindy @reasite.com #F-TLFV-1 Muncie Office: (765)747-9737 FINISH GRADE 3/4" DISC FILTER SEE DETAIL #1 • COMPRESSION RING SEE SPECS PVC MAINLINE REMOTE CONTROL Techline TEE SCH 80 3/4"PRV SCH 80 VALVE UNION UNION COPYRIGHT NOTICE: Techline TUBING BLANK TL (TYP.) THE CONCEPTS,IDEAS,DESIGNS,PLANS,AND DETAILS AS SHOWN ON THIS DOCUMENT ARE THE SOLE PROPERTY OF RUNDELL ERNSTBERGER ASSOCIATES,LLC AND WERE CREATED,DEVELOPED,AND I PRESENTED FOR USE ON THIS SPECIFIC PROJECT.NONE OF THE CONCEPTS,IDEAS,DESIGNS,PLANS, AND DETAILS SHALL BE USED BY ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE Techline START I ( I Techline LATERAL WHATSOEVER,WITHOUT THEEXPRESSED WRITTEN CONSENT OF RUNDELL ERNSTBERGER CONNECTION SEE (OR EXHAUST HEADER) ASSOCIATES,LLC.THE OWNER/CLIENT SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND DETAILS .• t a O REFERENCE IN CONNECTIONWfTHTHISPROJECT. Techline TEE • . BLANK Techline o Techline TEE TUBING l VALVE BOX —� INSTALL PER SPECS) FLOW BLANK DRIP TUBE Techline 3 4" ( • _ -- 4th and Main / TECHLINE CV TUBING ( MALE ADAPTER o , v 2"MINIMUM —' PVC TEE (SxSxT) o4 Techline SHUT-OFF CLEAR Roundabout Techline TUBING VALVE #TLSOV . PVC PIPING 3/4 GRAVEL SUMP U (1 CUBIC FOOT) (BLANK TUBING MAY 0 0 o O o 0 v _ o_('Cv�o_ o)`v p v Carmel, Indiana BE ETCHED TO OUTLET) D O O O O ' O O O Q n O O Q O O 97 �� O REMOTE CONTROL BRICK SUPPORTS o o o o 4 atlon Plan VALVE WITH DISC (THREE) I2} g FILTER AND PRV BRICK SUPPORT 1 CU. FT. PEA M x F I.P.S COUPLING 12"x 18" PVC OR POLY SEE DETAIL 7 (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE DRIP ZONE LAYOUT Techline TEE Techline START CONNECTION Techline LINE FLUSHING VALVE REMOTE CONTROL VALVE W/ 3/4" PRV F Project#: 061024 8 1 i Date: 01/15/2007 SECTION-NO SCALE SECTION-NO SCALE P V SECTION-NO SCALE _ SECTION-NO SCALE (� Drawn by: CC C TO TEE) W/ SHUT OFF VALVE & 3/4 DISC FILTER SECTION-NO SCALE Checked by: KO File: Drawing No.: •