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5SEE CENTRAL LAZA ENLARGEMENT HIS SHEET SEE PAVILION AREA ENLARGEMENT THIS SHEET ALTERNATE #1 1 17 1i _..._ L _.__ ...... -.,... __-.l -ALTERNATE #2 1 - H -ALTERNATE #2 CENTRAL PLAZA ENLARGEMENT SCALE: 1' = 10'-0" %E%mm 0 5 10 20 -6 x 6 W1.4 x W1.4 W.W.F. G NORMAL WATER LEVEL EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. 1Z2" EXP. JOINT WITH PREFORMED EJ FILLER. WATERSTOP CONTIN. CONTIN. 4" THICK POURED CONCRETE SLAB WALL AS PART OF ALTERNATE #4 - ALTERNATE #1 LIMITS OF ALTERNATE #4 s e 4a d a 4 I•=111=I 1 I=1 I -° i � I�-� _�° �:. ' •• WELL -COMPACTED SUBGRADE #4 DOWEL 0 24 O.C. 2-6" CONCRETE POND FLOOR DETAIL SCALE: 1 f8" = V-0 -o'(ALTERNATE #3) SITE LAYOUT PLAN SCALE 1" il 00 0 15 30 60 %E%l Nr PAVILION AREA ENLARGEMENT SCALE: in= 10'-'0" %N%M 0 5 10 20 CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" PROVIDE EPDXY POND COATING ON ALL EXPOSED POND WALLS & FLOORS TYP. 12' 0" 30,_0„ y 24,_0„ 2'-811 CONCRETE POND WALL AND FOOTING. of SEE DETAIL 03/C501. o0 POND SECTION D -D' ■ Ori �moms -EI ■ a. r. �• .. - 6 x 6 W1.4 x W1.4 W.W.F. EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. 1/2" EXP. JOINT WITH PREFORMED EJ FILLER. WATERSTOP CONTIN. CONTIN. 4" THICK POURED CONCRETE SLAB 4. 4 ° �- WELL-COMPACTED SUBGRADE TIII #4 DOWEL 0 24" O.C. 2-s' CONCRETE POND FLOOR DETAIL SCALE: 1/8" - 1'-0" (ALTERNATE #3) 40'-O" 832.50 = NORMAL POND ELEVATION f 4" POURED CONCRETE POND FLOOR. SEE DETf 11_ 03/C501 & 02/C102. s 822.50 = PONU 1-1 -i��= ►IfI��III�,,I111,�11E� , I Ii , I I 1 4=1 ISI 8" THICK POURED CONCRETE WALL EXPANSION MATERIAL TYP,-__ FORMED REVEAL TYP. 830.83 = DRAINED LEVE 830.50 = POND FLOOR 4 4 d x-4° 14-r- #4 DOWEL 0 24" O.C. 12" THICK POURED CONCRETE FOOTING (3) --- #5 CONT. - #4 @ 16" O.C. --- 3 II 12' STAINLESS STEEL GUARDRAIL TYP. PROVIDE EPDXY POOL COATING ON ALL EXPOSED WALL & FLOOR SURFACES. 832.50 NORMAL POND ELEVATION 194' `! -- CORE DRILL FOR POSTS AS REQUIRED. QdL..�Jr.da. 2„ CLR. PROVIDE 8" DIA. PVC SLEEVE 0 20' O.C. C d #4 0 12" O.C. HORIZ. POURED CONCRETE POND FLOOR. SEE DETAIL 03/C501. • 830.50 = POND FLOOR j WATERSTOP CONTIN. 4 j EXPANSION JOINT TYPICAL - I I 4 �. '____ - #4 @ 12" O.C. VERT. 00 01 dWELL-COMPACTED SUBGRADE 6 - I -III NOTE: d .d a A I WALL TO BE INSTALLED ONLY IF ALTERNATE #4 IS ACCEPTED. a - ' r I ° 3a CLR: '-0" 2p- NNW. I Iisar a aom■.■.r'a ■ •• .. 4 IA" n n Al I IRAIA1l IAA unKIflRell TYP z t WV 1111 � j it €ISE ,1 { I I rill T i �I 13 ALTERNATE #1 �-a KEY NO�E ALTERNATE #1 SHALL INCLUDE ALL WORK NECESSARY TO ADD TWO 4" THICK POURED CONCRETE PAVEMENT. SEE DETAIL 01/C502. PAVILLION STRUCTURES TO THE CONTRACTOR'S BID. THE WORK SHALL CONSIST OF THAT NOTED ON THIS BASE PLAN AND ALL WORK ON SHEETS ® EXAPNSION JOINT TYPICAL. SEE DETAIL 02/C502. EACHXINDIV DUAL PRVILLI©"TRACTOR SHALL GIVE A SEPARATE PRICE FOR N. CONTROL JOINT TYPICAL. SEE DETAIL 01/C502. 8" X 8" CONCRETE PAVERS. ALTERNATE # 2 SEE DETAIL 02/C501. EO 2'-0" WIDE CAST STONE POND COPING WITH ROUNDED EDGE. SECTIONS TO BE 5'-0" LONG. SEE DETAIL 02/C501. ALTERNATE #2 SHALL INCLUDE ALL WORK NECESSARY TO ADD TWO BRICK AND CAST STONE BOLLARDS TO THE CONTRACTOR'S BID, THE POURED CONCRETE POND BOTTOM. SEE DETAIL 02/C102 & 03/C102. WORK SHALL CONSIST OF THAT NOTED ON THIS BASE PLAN AND ON DETAILS XX/LXXX & XX//CXXX. THE CONTRACTOR SHALL GIVE A SEPARATE © PAVILION STRUCTURE TYPICAL. (2 TOTAL). SEE SHEETS XXXX PRICE FOR EACH BOLLAk & XXXX FOR CONSTRUCTION, PAVILLIONS TO BE INCLUDED AS ADD ALTERNATE#1 ALTERNATE #3 0 BRICK AND CAST STONE BOLLARDS (2 TOTAL). SEE DETAILS XX/XXXX AND XX/XXXX FOR CONSTRUCTION, BOLLARDS TO BE INCLUDED AS ADD ALTERNATE #2. ALTERNATE #3 SHALL INCLUDE ALL WORK NECESSARY TO REPLACE THE I� POURED CONRETE POND DIVIDING WALL. SEE DETAIL 01/C102. EPOM LINER PORTION OF THE POOL BOTTOM WITH POURED CONCRETE. FOR CONSTRUCTION. THE AREA DESCRIBED IS HATCHED ON THE DRAWING ABOVE AND THE DETAILS ARE NOTED ON THIS SHEET. ALTERNATE #4 LEGEND ALTERNATE #4 SHALL INCLUDE ALL WORK NECESSARY TO MAKE THE NARROW AREA AT THE WEST END OF THE REFLECTING POND A SKATING :..A:: -;m . CONCRETE PAVEMENT AREA DURING THE WINTER. THE BID SHALL INCLUDE THE POND DIVIDING WALL, HANDRAIL, FORMED EXPANSION AREA SURROUNDING THE SKATING AREA AND POND DRAIN, INCLUDING REQUIRED STORM SEWER. AREAS AND LOCATIONS OF THESE ITEMS ARE NOTED IN THE PLAN ABOVE AND DETAILED ON THIS SHEET. CONCRETE PAVERS ., =. # 5 CAST STONE POOL COPING ALTERNATE -- - PROPERTY LINE ALTERNATE #5 SHALL INCLUDE ALL WORK NECESSARY TO INSTALL 1/4" PVC LATTICE ON TOP OF THE WOOD MEMBERS OF THE PERGOLA MEMBERS. THIS INFORMATION IS NOTED ON SHEETS A201 & A202, LIGHT POLE ALTERNATE #6 ALTERNATE #6 SHALL INCLUDE ALL WORK NECESSARY TO SUBSTITUTE A PAINTED FY ON OF SIMILAR TYPE MATERIAL FOR THE PAINTED WOOD MEMBERS ON TOP OF THE PERGOLA, THIS INFORMATION IS NOTED ON THE ARCHITECTURAL DRAWINGS. 40'-0" DIVIDING WALL GUARDRAIL_ DETAIL 02 SCALE: NTSALTERNATE 4 # C102 ) CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" L 24'-0" 301_01,L 112'-0" oiL833.17 = CONCRETE PAVER WALK 530,50 = POND FLOOR I I I I �IIII; II- - -I I I I I I POURED CONCRETE POOL WALL AND CAP. SEE DETAIL 03/C501. = POND FLOOR I Ill I �- CONCRETE POND FLOOR. SEE DETAIL 03/C501 & 03/C102. -1 11- III- WELL -COMPACTED SUBGRADE UNDER ALL POND BASINS TYP. ADDITIONAL NOTE: PROVIDE ONE COAT OF PDXOPRIMEII PRIMER AND TWO COATS OF PDXOLON EPDXY POOL COATING ON ALL EXPOSED POND BASIN WALLS AND FLOORS, COLOR TO BE BLACK. ALTERNATE #7 ALTERNATE #7 SHALL INCLUDE ALL WORK NECESSARY TO SUBSTITUTE A PER -MANUFACTURED TOP WITH THE SAME DIMENSIONS AND PROPORTIONS FOR THE WOOD FRAMED TOS ON THE PAVILIONS THAT ARE INCLUDED IN ALTERNATE P. CONTRACTOR MUST SUBMIT SHOP DRAWINGS AND APPROVAL FROM THE ARCHITECT MUST BE OBTAINED. "DON'T DIG BLIND' "IT'5 THE LAW" Call 1-500-382-5544 Z WorKing Days Before You Dig. Architecture Engineering Interiors Landscape Architecture Land surveying Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317,848.7800 FAX 317.574.0957 Copyright 2001 Owner/ContractodConsultant: Scope Drawings: These drawings indicate the genera scope of the protect in terms of architectural design concep4 the dimensions of the building, the major architectural elements and the type of structural, mechonicol, and electrical systems. The drawings do not necessa+'ily indicate ar deacribs all work required for full psrforntance and completion of the requirements of the ContracL on the basis of the general as indicated or described, the trade contractors shall furnlah oil items required for the proper execution and campletian of the work. project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue I IN Carmel, �i SITE LAYOUT , ALTERNATES Issue Description: Bids & Construction Revisions: Issue Date LIMITS OF ALTERNATE #3 Checked By 09.17-01 KTF b .d ° d iI b.p d' ° dwQ p da 4_ .dQ ..Q- C d , a 1 E d© d 41 4 °` . A. '44 °4 ' 2 30Fi1Y 4'd'e p 30' 24'11 p.° e d4_ 250 -1 . ° i. d e'' ° 4 Q d II1 a ° °Q e , 44 4._4. �- 4 - 00 d �d4 .1 'i4p 4 d d C 4. °o F a o °n " C- A. ii °d d dAl 4 d d °• p" 1 d I Ie• . Q° IiIiI ad d d 4 ', r d 4 d p 4 4 4 4. p 10 d- .Q IdI d= d 4-Q ' p 358,• 4d Q 4 p d :e d a 4 d d ad -d.d - ' :r cd -a _ 4 ' -p 'd o e' ° • q $a -. 4 .pd ° 4-ItII(1 p d d dd 4- QI,I a p I A 4 a °p 4 ° '. Li d p. p, Q: 4 ° d 4 4, SITE LAYOUT PLAN SCALE 1" il 00 0 15 30 60 %E%l Nr PAVILION AREA ENLARGEMENT SCALE: in= 10'-'0" %N%M 0 5 10 20 CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" PROVIDE EPDXY POND COATING ON ALL EXPOSED POND WALLS & FLOORS TYP. 12' 0" 30,_0„ y 24,_0„ 2'-811 CONCRETE POND WALL AND FOOTING. of SEE DETAIL 03/C501. o0 POND SECTION D -D' ■ Ori �moms -EI ■ a. r. �• .. - 6 x 6 W1.4 x W1.4 W.W.F. EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. 1/2" EXP. JOINT WITH PREFORMED EJ FILLER. WATERSTOP CONTIN. CONTIN. 4" THICK POURED CONCRETE SLAB 4. 4 ° �- WELL-COMPACTED SUBGRADE TIII #4 DOWEL 0 24" O.C. 2-s' CONCRETE POND FLOOR DETAIL SCALE: 1/8" - 1'-0" (ALTERNATE #3) 40'-O" 832.50 = NORMAL POND ELEVATION f 4" POURED CONCRETE POND FLOOR. SEE DETf 11_ 03/C501 & 02/C102. s 822.50 = PONU 1-1 -i��= ►IfI��III�,,I111,�11E� , I Ii , I I 1 4=1 ISI 8" THICK POURED CONCRETE WALL EXPANSION MATERIAL TYP,-__ FORMED REVEAL TYP. 830.83 = DRAINED LEVE 830.50 = POND FLOOR 4 4 d x-4° 14-r- #4 DOWEL 0 24" O.C. 12" THICK POURED CONCRETE FOOTING (3) --- #5 CONT. - #4 @ 16" O.C. --- 3 II 12' STAINLESS STEEL GUARDRAIL TYP. PROVIDE EPDXY POOL COATING ON ALL EXPOSED WALL & FLOOR SURFACES. 832.50 NORMAL POND ELEVATION 194' `! -- CORE DRILL FOR POSTS AS REQUIRED. QdL..�Jr.da. 2„ CLR. PROVIDE 8" DIA. PVC SLEEVE 0 20' O.C. C d #4 0 12" O.C. HORIZ. POURED CONCRETE POND FLOOR. SEE DETAIL 03/C501. • 830.50 = POND FLOOR j WATERSTOP CONTIN. 4 j EXPANSION JOINT TYPICAL - I I 4 �. '____ - #4 @ 12" O.C. VERT. 00 01 dWELL-COMPACTED SUBGRADE 6 - I -III NOTE: d .d a A I WALL TO BE INSTALLED ONLY IF ALTERNATE #4 IS ACCEPTED. a - ' r I ° 3a CLR: '-0" 2p- NNW. I Iisar a aom■.■.r'a ■ •• .. 4 IA" n n Al I IRAIA1l IAA unKIflRell TYP z t WV 1111 � j it €ISE ,1 { I I rill T i �I 13 ALTERNATE #1 �-a KEY NO�E ALTERNATE #1 SHALL INCLUDE ALL WORK NECESSARY TO ADD TWO 4" THICK POURED CONCRETE PAVEMENT. SEE DETAIL 01/C502. PAVILLION STRUCTURES TO THE CONTRACTOR'S BID. THE WORK SHALL CONSIST OF THAT NOTED ON THIS BASE PLAN AND ALL WORK ON SHEETS ® EXAPNSION JOINT TYPICAL. SEE DETAIL 02/C502. EACHXINDIV DUAL PRVILLI©"TRACTOR SHALL GIVE A SEPARATE PRICE FOR N. CONTROL JOINT TYPICAL. SEE DETAIL 01/C502. 8" X 8" CONCRETE PAVERS. ALTERNATE # 2 SEE DETAIL 02/C501. EO 2'-0" WIDE CAST STONE POND COPING WITH ROUNDED EDGE. SECTIONS TO BE 5'-0" LONG. SEE DETAIL 02/C501. ALTERNATE #2 SHALL INCLUDE ALL WORK NECESSARY TO ADD TWO BRICK AND CAST STONE BOLLARDS TO THE CONTRACTOR'S BID, THE POURED CONCRETE POND BOTTOM. SEE DETAIL 02/C102 & 03/C102. WORK SHALL CONSIST OF THAT NOTED ON THIS BASE PLAN AND ON DETAILS XX/LXXX & XX//CXXX. THE CONTRACTOR SHALL GIVE A SEPARATE © PAVILION STRUCTURE TYPICAL. (2 TOTAL). SEE SHEETS XXXX PRICE FOR EACH BOLLAk & XXXX FOR CONSTRUCTION, PAVILLIONS TO BE INCLUDED AS ADD ALTERNATE#1 ALTERNATE #3 0 BRICK AND CAST STONE BOLLARDS (2 TOTAL). SEE DETAILS XX/XXXX AND XX/XXXX FOR CONSTRUCTION, BOLLARDS TO BE INCLUDED AS ADD ALTERNATE #2. ALTERNATE #3 SHALL INCLUDE ALL WORK NECESSARY TO REPLACE THE I� POURED CONRETE POND DIVIDING WALL. SEE DETAIL 01/C102. EPOM LINER PORTION OF THE POOL BOTTOM WITH POURED CONCRETE. FOR CONSTRUCTION. THE AREA DESCRIBED IS HATCHED ON THE DRAWING ABOVE AND THE DETAILS ARE NOTED ON THIS SHEET. ALTERNATE #4 LEGEND ALTERNATE #4 SHALL INCLUDE ALL WORK NECESSARY TO MAKE THE NARROW AREA AT THE WEST END OF THE REFLECTING POND A SKATING :..A:: -;m . CONCRETE PAVEMENT AREA DURING THE WINTER. THE BID SHALL INCLUDE THE POND DIVIDING WALL, HANDRAIL, FORMED EXPANSION AREA SURROUNDING THE SKATING AREA AND POND DRAIN, INCLUDING REQUIRED STORM SEWER. AREAS AND LOCATIONS OF THESE ITEMS ARE NOTED IN THE PLAN ABOVE AND DETAILED ON THIS SHEET. CONCRETE PAVERS ., =. # 5 CAST STONE POOL COPING ALTERNATE -- - PROPERTY LINE ALTERNATE #5 SHALL INCLUDE ALL WORK NECESSARY TO INSTALL 1/4" PVC LATTICE ON TOP OF THE WOOD MEMBERS OF THE PERGOLA MEMBERS. THIS INFORMATION IS NOTED ON SHEETS A201 & A202, LIGHT POLE ALTERNATE #6 ALTERNATE #6 SHALL INCLUDE ALL WORK NECESSARY TO SUBSTITUTE A PAINTED FY ON OF SIMILAR TYPE MATERIAL FOR THE PAINTED WOOD MEMBERS ON TOP OF THE PERGOLA, THIS INFORMATION IS NOTED ON THE ARCHITECTURAL DRAWINGS. 40'-0" DIVIDING WALL GUARDRAIL_ DETAIL 02 SCALE: NTSALTERNATE 4 # C102 ) CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" L 24'-0" 301_01,L 112'-0" oiL833.17 = CONCRETE PAVER WALK 530,50 = POND FLOOR I I I I �IIII; II- - -I I I I I I POURED CONCRETE POOL WALL AND CAP. SEE DETAIL 03/C501. = POND FLOOR I Ill I �- CONCRETE POND FLOOR. SEE DETAIL 03/C501 & 03/C102. -1 11- III- WELL -COMPACTED SUBGRADE UNDER ALL POND BASINS TYP. ADDITIONAL NOTE: PROVIDE ONE COAT OF PDXOPRIMEII PRIMER AND TWO COATS OF PDXOLON EPDXY POOL COATING ON ALL EXPOSED POND BASIN WALLS AND FLOORS, COLOR TO BE BLACK. ALTERNATE #7 ALTERNATE #7 SHALL INCLUDE ALL WORK NECESSARY TO SUBSTITUTE A PER -MANUFACTURED TOP WITH THE SAME DIMENSIONS AND PROPORTIONS FOR THE WOOD FRAMED TOS ON THE PAVILIONS THAT ARE INCLUDED IN ALTERNATE P. CONTRACTOR MUST SUBMIT SHOP DRAWINGS AND APPROVAL FROM THE ARCHITECT MUST BE OBTAINED. "DON'T DIG BLIND' "IT'5 THE LAW" Call 1-500-382-5544 Z WorKing Days Before You Dig. Architecture Engineering Interiors Landscape Architecture Land surveying Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317,848.7800 FAX 317.574.0957 Copyright 2001 Owner/ContractodConsultant: Scope Drawings: These drawings indicate the genera scope of the protect in terms of architectural design concep4 the dimensions of the building, the major architectural elements and the type of structural, mechonicol, and electrical systems. The drawings do not necessa+'ily indicate ar deacribs all work required for full psrforntance and completion of the requirements of the ContracL on the basis of the general as indicated or described, the trade contractors shall furnlah oil items required for the proper execution and campletian of the work. project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue I IN Carmel, �i SITE LAYOUT , ALTERNATES Issue Description: Bids & Construction Revisions: Issue Date Drawn By Checked By 09.17-01 KTF KTF Certified By: DravAng Number C102 Project Number 20507