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HomeMy WebLinkAbout10070109 Building Plans0 REFERENCE MAPS0 : LOCATION MAP NO'S CITY OF CARMEL CLAY TOWNSHIP, HAMILTON COUNTY VICINITY MAP G�i NTS CARMEL REDEVELOPMENT iiiiiililiiiq ane 1 11111 111�711111111ii Ii i51M BID PACKAGE #4 SHALL INCLUDE ALL IMPROVEMENTS NECESSARY TO CONSTRUCT THE REFLECTING POND AND SURROUNDING STRUCTURES WITHIN THE CARMEL CITY CENTER PARCELJ,2, BETWEEN THE MULTI -FAMILY RESIDENTIAL DEVELOPMENT AND 3rd AVENUE. THE LIMITS OF CONSTRUCTION AND OAK TO BE PERFORMED ARE NOTED ON THE DRAWINGS IN THIS SET. THE WORK FOR THIS PACKAGE SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED TO EARTHWORK CONCRETE WALLS, AND EQUIPMENT, UKNDERGRO ND NCRETE PAVERS, WORK, PERGOLA CONSTRUCTICONNECTIONS, IIL CONSTRUCTION PAINTING, GIRRIGATIIONTAIND LANDSCAPE WORK. L AMLI RESIDEI\ \rte �F CONSTRUCTION I CONTRACTOR SHALL BE PROPOSED RESPONSIBLE FOR REMOVAL OF ' WIDE ANY TEMPORARY CONSTRUCTION GRAVEL ff11 - ROADS OR STAGING AREAS UPON --:.:;i:;: ENTRANCE COMPLETION OF REFLECTING (REMOVE UPON CO PLETI( ?POND PROJECT. REPLACE OF PROJECT. SEE NOTE) TOPSOIL IN DISTURBED AREAS AND SEED WITH APPROVED MIX. is") CONSTRUCTION ENTRANCE AND STAGING PLAN SCALE: 1" = 100' W D - z w Q 0 ry rn Yj`' � '�5 II XF{{ir. �'�LC '\ ' F � f � !\ \J r / rJl :(/.,r .� .s,l...---i •. 77�-U Ila Ch (' �✓ ' Sr 1 � 4Ilk AM IJ - `f SIT' j! y 111eaa r o 1, I r f C lit i i( t O I 1 j� r I `, ■A w. t , ,�, � i � E"' � • ,rr L / r USGS MAP NTS SITE (Plaj- a -is . S _ I FLOODWAY MAP NTS GAS SITE COVER SHEET WATER/SANITARY SEWER EXISTING CONDITIONS (FOR REFERENCE ONLY) Indiana Gas Company SITE LAYOUT SHEET Carmel City Utilities ALTERNATE SITE LAYOUT SHEET PO Box 1700 SITE GRADING AND DRAINAGE SHEET 130 First Avenue Southwest Noblesville, IN 46060 C401 Carmel, IN 46032 C402 (317) 776-5597 C403 (317) 571-2648 C404 ELECTRIC C405 CABLE TELEVISION C501 Cinergy/PSI C502 Time Warner A201 1441 South Guilford A202 516 East Carmel Drive A203 Carmel, IN 46032 A204 Carmel, IN 46032 (317) 581-3048 (317) 844-8877 STREETS/STORM SEWER CALL BEFORE U -DIG Carmel Deptartment of Engineering Indiana Underground Plant Protection City Hall, One Civic Square PO Box 50392 Carmel, IN 46032 Indianapolis, Indiana 46250 (317) 571-2441 (800) 382-5544 TELEPHONE Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252-4274 BENCHMARK DESCRIPTION: USC & GS BM X-42 1934 - A standard disc stamped "X-42 1934" set in the SW corner of a 2'x2' concrete RR semaphore tower base located on the E side of abondoned RR, ±200' N of Main St, ±15' W of 2nd Ave, ±100' S of 1st St NW. ELEV 829.23' (1929 Datum) ACE TBM #30 - Chiseled "X" set in S side of light pole base at S side of the abandoned Kroger property. ELEV 834.56' ACE TBM #60 - Chiseled "X" set in N bolt of fire hydrant at SW corner of Autumn St & Cresent Dr. ELEV 837.09' ACE TBM #51 - Chiseled "X" set in E bolt of fire hydrant at SW corner of 3rd Ave & Adams St. ELEV 835.12' ACE TBM #62 - Chiseled "X" set in E bolt of fire hydrant at W side of 3rd, ±600' S of Adams St. ELEV 833.06' SOILS MAP NTS SHEET INDEX: C100 SITE COVER SHEET EXISTING CONDITIONS (FOR REFERENCE ONLY) C101 SITE LAYOUT SHEET C102 ALTERNATE SITE LAYOUT SHEET C201 SITE GRADING AND DRAINAGE SHEET C301 SITE LANDSCAPE SHEET C401 FOUNTAIN EQUIPMENT & DETAIL SHEET C402 FOUNTAIN EQUIPMENT & DETAIL SHEET C403 ALTERNATE FOUNTAIN EQUIPMENT & DETAILS C404 ALTERNATE FOUNTAIN EQUIPMENT & DETAILS C405 ALTERNATE FOUNTAIN EQUIPMENT & DETAILS C501 SITE DETAIL SHEET C502 SITE DETAIL SHEET A201 PAVILION/TRELLIS PLANS & ELEVATIONS A202 PAVILION/TRELLIS PLANS & DETAILS A203 PAVILION SECTION A204 PAVILION & TRELLIS SECTIONS E101 SITE ELECTRICAL PLAN FLOOD DATA NOTE: The subject real estate lies within "Zone C", Flood Hazard Area (Areas of Miniminai Flooding), as indicated on FIRM, Flood Insurance Rate Map, Community Panel 180081 008C, City of Carmel, Indiana, effective date May 19, 1981. LEGAL DESCRIPTION: EXISTING CONDITIONS PROVIDED Y: American Consulting, Inc. 4165 Millersville Rd. Indianapolis, IN 46205 Tract 3A Land Description (317) 547-5580 Part of Deed Record 48, Page 462 Part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, Clay Township, Carmel, Indiana begin more particularly described as follows: Commencing at the Northeast Corner of the Northeast Quarter of said Sectior 36; thence South 89 degrees 12 minutes 13 seconds West (an assumed bearing) 1177.11 feet along the North Line of said quarter to the centerline of Third Avenue as shown on the Carmel City Center Drive Road Plans Project No. 97-10A, the following two (2) courses are along the centerline of Third Avenue; 1) thence South 00 degrees 12 minutes 13 seconds West 26.53 feet; 2) thence South 00 degrees 46 minutes 33 seconds East 554.73 feet; thence South 89 degrees 48 minutes 03 seconds West 60.05 feet to the western right of way line of Third Avenue and Point OF BEGINNING of this description; thence South 00 degrees 46 minutes 33 seconds East 230.01 feet along the western right-of-way line of Third Avenue; thence South 89 degrees 48 minutes 03 seconds West 579.48 feet; thence North 00 degrees 11 minutes 57 seconds West 45.00 feet; thence South 89 degrees 48 minutes 03 seconds West 160.00 feet; thence North 00 degrees 11 minutes 57 seconds West 140.00 feet; thence North 89 degrees 48 minutes 03 seconds East 160.00 feet; thence North 00 degrees 11 minutes 57 seconds West 45.00 feet; thence North 8.9 degrees 48 minutes 03 seconds East 577.16 feet to the point of beginning, containing 3.568 acres acres more or less. CSO 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 Scope Drawings: These drawings indicate the general scope of the project In terms of architectural design concept, the dimens ons of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope Indicated or described the trade contractors shall fumish all items required for the proper execution and completion of the work. Project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: SITE COVER SHEET Issue Description: Bids & Construction Issue Date prawn By Checked By 12-17-01 WEK I KTF 1�Certified By: Drawing Number: C100 Project Number: 20507 R -30B-6300 FAD -400-6300 FES -200-6300 FES -200-6300 FES -200-6300 FES -200-6300 FAD -400-6300 ' R-308-6300 CPL-GFI-4 i-- FES -200-6300 FES -200-6300 FFD -300-6300 (CONNECT TO STORM SEWER IN AN APPROVED MANNER.) NOTE: THIS DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS RECOMMENDED FOR COMPONENTS ARE APPROXIMATE. LOCATION OF PUMPING SYSTEM SUBJECT TO SITE CONSIDERATIONS. INSTALLATION INSTRUCTIONS Receiving the Vault Upon arrival of vault, check both interior and exterior for shipping damage. Report any damage found to the freight carrier and The Fountain People, Inc. immediately. If vault is free of damage, proceed with installation. If equipment vault is not to be installed immediately, store in a covered area safe from flooding. If a sand filter is used, filtration sand must be provided and installed by others. Excavation Excavate as required and pour a flat ballast slab of size indicated on the drawing. Ballast slab should be reinforced with grid using #4 re -bar on 12" centers. Stainless steel anchor hooks should be tied to the reinforcing grid and located as detailed. Installing the Vault in the Excavation Rig vault with strops, taking care not to damage housing or piping connections. Do not use chains or cables to rig vault. Lower vault onto the ballast slab and secure using the stainless steel hardware provided. If the vault is to be secured with cables, loop the stainless steel anchor cables (provided) around slab anchor hooks and through the tie -down lugs on vault. Secure cables with the connection hardware provided. Remove slack from the cables then tighten the cable clamps to the torque rating indicated on the thimble tag provided. Do not over -tighten the cables. Safeguarding the Vault If the vault is equipped with forced air ventilation, sump pumps, or gravity drains, these must be connected and made operational immediately. Do not allow excavation to fill with water, as this water will enter the vault through open connections and overwhelm the sump pump or drain. Connecting the Vault Connect all piping and conduit, as required, to connections provided on vault exterior. Do not externally load the vault connections or allow the connections to support the weight of the connected piping. If the piping is not supported properly, soil settling can result in excessive loading on the piping. This can result in broken piping and misaligned connections in the vault. Wiring the Vault Conduit wiring must be sealed to prevent water from entering the vault through the conduit. Pressure Testing the Connections Pressure test all piping connected to vault to insure there aro no leaks. All equipment and piping within vault has been factory pressure tested. Do not exceed 30 PSI in pressure testing any piping connected to vault. Ventilation Connections If external vent piping is required, route it with as few bends as possible to a location safe from flooding. Length of vent piping should be as short as possible and should not exceed 20'-0". If a longer piping length is necessary, contact The Fountain People, Inc. Vent caps, if used, should be installed on ends of vent piping immediately to prevent rain or debris from entering the vent piping. Backfilling 8' When backfilling, protect open ends of all piping to prevent backfill material from entering the piping system. Backfill material should be a rounded gravel or crushed stone (3/4" Max. and leas than 5X fines). There should be at least 2'-0" of backfill material on all sides of vault between the vault and the surrounding earth. The top of the access hatch should be above finished grade (as indicated on the drawing) and located in an area that is safe from flooding. DO NOT USE SAND OR DIRT FOR BACKFILL If the surrounding earth has poor drainage provide some means for water to drain away from the vault. FAILURE TO FOLLOW ALL THE ABOVE PROCEDURES COULD RESULT IN SERIOUS DAMAGE TO THE EQUIPMENT AND WILL VOID THE WARRANTY ON THIS PRODUCT. For ary questions concerning these installation instructions or the installation CA the vault system g" please contact The Fountain People, Inc. at (512) 392-1155. SCALE: NOT TO SCALE Le 41 4' PFV-SF6300 PFV-GL6300 FAD -400-6300 R-308-6300 R-308-6300 R-308-6300 - FAD -400-6300 FAD -400-6300 CPL-GFI-4 R-308-6300 FO CWL-002W-6300 CWL-302P NC FFD -300-6300 (CONNECT TO STORM SEWER IN AN APPROVED MANNER.) FGR -12-6300 FFD -300-6300 (CONNECT TO STORM SEWER IN AN APPROVED MANNER.) FSD-200-6300 FAD -400-6300 FOUNTAIN E SCALE: 1" = 30'-0" FWS-800-6300 (TY' 4) FFD -300-6300 FFD -300-6300 (CONNECT TO STORM SEWER (CONNECT TO STORM SEWER IN AN APPROVED MANNER.)/ IN AN APPROVED MANNER.) T FAD -400-6300 OUIPMENT PLAN %F %?%ME O 15 30 60 12' 2' SQ MIN VENT CAP (BACKFILL) FINISHED GRADE r 3" MIN. 6" �Ss..�r ,bt) ru.1S.�.nrlxa vfiareroV. ,4th6vV Sn 1. PIPING LOCATED WITHIN A POOL BASIN, AND STUB—UPS THROUGH A POOL FLOOR OR WALLS OF A BASIN, SHALL BE OF A RED BRASS PIPE OF TYPE K COPPER TUBING OF FULL HARD TEMPER. 2. INSTALLER SHALL SUPPLY WATERSTOP PROTECTION FOR PIPING PENETRATING POOL FLOOR OR WALLS AND FOR FITTINGS CAST THEREIN. 3. INTERCONNECTING PIPE AND FITTINGS BETWEEN THE POOL BASIN AND THE PUMP EQUIPMENT ROOM SHALL BE OF COPPER, PVC, OR FIBERGLASS, AS NOTED IN THE SPECIFICATIONS. 4. PRESSURIZED CITY WATER LINES SUPPLYING THE WATER FEATURE SYSTEM SHALL BE OF COPPER AND SHALL BE PROTECTED BY A BACKFLOW PREVENTION DEVICE AND PRESSURE REDUCTION VALVE SET AT 50 PSI MAXIMUM. 5. PIPING RUNS SHALL BE MADE AS DIRECT AS POSSIBLE USING THE MINIMUM NUMBER OF FITTINGS. PIPE SHALL SLOPE TO THE PUMP FOR DRAINAGE AND SHALL BE FREE FO AIR TRAPS OR LOOPS, WHICH COULD TRAP WATER OR AIR. 6. PUMP SUCTION INTAKE AND SUCTION PIPING SHALL BE ROUTED TO AN ELEVATION BELOW THE WATER LEVEL OF THE LOWEST BASIN SO THAT BOTH THE PUMP AND THE SUCTION PIPING ARE COMPLETELY FLOODED WHEN THE WATER FEATURE IS FILLED. 7. PIPING SHALL BE PRESSURED TESTED PRIOR TO BACK—FILLING AS NOTED IN THE SPECIFICATIONS, AND SHALL BE BURIED AND SUPPORTED AS NOTED IN THE SPECIFICATIONS. 8. INSTALLER SHALL PROVIDE DRAINAGE AND VENTILATION IN THE PUMP ROOM IN ORDER TO PREVENT FLOODING, CONDENSATION, OR OVERHEATING OF EQUIPMENT, AS NOTED IN THE SPECIFICATIONS. 9. THIS INSTALLATION SHALL COMPLY WITH LOCAL PLUMBING CODES. 0 6" ST IIj GRAVEL ° OR CRUSHED STONE 11E DOWN LUGS STAINLESS STEEL ANCHOR CABLES (FURNISHED) MIN STATIC 0 1 WATER LEVEL - (LOWEST ° BASIN) 3' STAINLESS STEEL ANCHOR BOLTS (FURNISHED) FAD -400-6300 FWD -3008-6300 (CONNECT TO STORM SEWER IN AN APPROVED MANNER.) NOTE: IN LOCATION WHERE FOUNTAIN EQUIPMENT IS LOCATED IN VERTICAL POND WALLS, WALL SHALL BE THICKENED PER DETAIL 08/C501. SEE NOZZLE PLAN DETAIL P16-6300 (TYP 4) N-152 RVL-15OSS (TYP 10) FWS-150-6300 825 B50 � 30) (� 6) ' i � /Ak EAC -3008 2 FWS-300-6300 (TYP )/ SEE FOUNTIAN EQUIPMENT PLAN FOR OVERALL VIEW. P26-6300 (rn' 2) � NOTE: THIS DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS RECOMMENDED FOR COMPONENTS ARE APPROXIMATE. LOCATION OF PUMPING SYSTEM SUBJECT TO SITE CONSIDERATIONS. NOZZLE PLAN DETAIL SCALE: NOT TO SCALE INSTALLATION INSTRUCTIONS 14' Receiving the Vault 4'-2" Upon arrival of vault, check both interior and exterior for shipping damage. Report any damage found to the freight carrier and The Fountain People, Inc. immediately. If vault is free of damage, proceed with installation. If equipment vault is not to be installed immediately, store in a covered area safe from flooding. If a sand filter is used, filtration sand must be provided and installed by others. Excavation Excavate as required and pour a flat ballast stab of size indicated on the drawing. 1 Q Ballast slab should be reinforced with grid using #4 re -bar on 12" centers. Installing the Vault in the Excavation \ \ Rig vault with straps, taking care not to damage housing or piping connections. Do not 1 use chains or cables to rig vault. Lower vault onto the ballast slab and secure with 8' 2'-9" e j o stainless steel anchors and bolts, provied by the installer. SQ. / \ Safeguarding the Vault If the vault is equipped with forced air ventilation, sump pumps, or gravity drains, these must be connected and made operational immediately. Do not allow excavation to fill with water, as this water will enter the vault through open connections and contaminate the filter lateral lines. Connecting the Vault Connect all piping and conduit, as required, to connections provided on vault exterior. — — Do not externally load the vault connections or allow the connections to support the weight of the connected piping. If the piping is not supported properly, soil settling can result in excessive loading on the piping. This can result in broken piping and misaligned connections in the vault. Pressure Testing the Connections BA -LAST SLAB Pressure test all piping connected to vault to insure there aro no leaks. All equipment and piping within vault has been factory pressure tested. Do not exceed 30 PSI in pressure testing any piping connected to vault. PIPE AND FITTINGS BY INSTALLER Backfilling , When backfilling, protect open ends of all piping to prevent backfill material from 2 FRP ACCESS HATCH entering the piping system. Backfill material should be a rounded gravel or crushed MIN. stone (3/4" Max. and BACKFILL less than 5% flnes). There should be at least 2'-0" of backfill material on all sides of " - vault between the vault and the surrounding earth. The top of the access hatch should 6 be above finished grade (as Indicated on the drawing) and located in an area that Is ai safe from flooding. DO NOT USE SAND OR DIRT FOR BACKFILL. If the surrounding earth I t o e has poor drainage provide some means for water to drain away from the vault. �i. .. • o : ° • 0a o •. 0 0 0 '� 0, ''.e O',. •� FAILURE TO FOLLOW ALL THE ABOVE PROCEDURES COULD RESULT IN SERIOUS DAMAGE TO v o THE EQUIPMENT AND WILL VOID THE WARRANTY ON THIS PRODUCT. For any questions concerning these installation instructions or the installation of the o vault system please contact The Fountain People, Inc. at (512) 392-1155. 7t_9• . ° • °. e ° VALVE ACCESS CHAMBER DRAIN VALVE BY INSTALLER ANCHORS AND BOLTS BY INSTALLER FOUNTAIN EQUIPMENT SAND FILTER INFORMATION SCALE: NOT TO SCALE ELECTRICAL INSTALLATION NOTES. 1. UNDERWATER ELECTRICAL EQUIPMENT CAN CAUSE FATAL ELECTRICAL SHOCK IF NOT INSTALLED PROPERLY. THIS INSTALLATION HAS BEEN DESIGNED IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE, ARTICLE 680. INSTALLER SHALL INSTALL ELECTICAL EQUIPMENT IN ACCORDANCE WITH NEC ARTICLE 680 AND LOCAL ELEC"'RICAL CODES. 2. A CLASS 'A' GROUND FAULT CIRCUIT INTERRUPTER (GFCI) SHALL BE INSTALLED ON CIRCUITS SUPPLYING WATER FEATURE EQUIPMENT LOCATED WITHIN BASINS WHICH HAVE AN OPERATING VOLTAGE GREATER THAN 15 VOLTS. EQUIPMENT OPERATING AT LESS THAN 15 VOLTS SHALL BE PROTECTED BY A TRANSFORMER WHICH IS U.L. LISTED AND MARKED FOR THE APPLICATION. 3. UNDERWATER LIGHT FIXTURES SHALL BE INSTALLED SO THAT THEY ARE SUBMERGED WHEN IN OPERATION, SHALL BE PROTECTED BY A LENS GUARD IF POINTED UPWARD, AND SHALL BE PROTECTED BY AN INTEGRAL THERMAL CUTOFF DEVICE TO PREVENT OVERHEATING. 4. UNDERWATER LIGHT FIXTURES SHALL BE INSTALLED WITH SUFFICIENT CORD LENGTH TO ALLOW REMOVAL FROM THE WATER FOR RELAMPING AND NORMAL MAINTENANCE WITHOUT LOWERING THE BASIN WATER LEVEL. 5. UNDERWATER JUNCTION BOXES SHALL BE EQUIPPED WITH THREADED CONDUIT ENTRIES AND STRAIN RELIEF SEALS FOR CORD ENTRY. STRAIN RELIEF SEALS SERVING NICHE MOUNTED FIXTURES SHALL MAKE PROVISION FOR BOTH THE FIXTURE CORD AND AN AWG #8 COPPER BONDING WIRE WHEN REQUIRED BY LOCAL CODE. 6. UNDERWATER JUNCTION BOXES, OR JUNCTION BOXES MOUNTED OUTSIDE THE BASIN BUT BELOW THE WATER LEVEL, SHALL BE POTTED USING 3M "GELLA" 4441 OR "SCOTCHCAST" 2114 RE—ENTERABLE POTTING COMPOUNDS. CONDUIT ENTRIES SHALL BE SEALED PRIOR TO POTTING THE JUNCTION BOX TO PREVENT POTTING COMPOUND FROM ENTERING THE CONDUIT SYSTEM. 7. STUB—UPS FOR CONDUIT MOUNTED UNDERWATER JUNCTION BOXES MUST BE OF RED BRASS PIPE. NON—METALLIC CONDUIT MAY NOT BE USED FOR SUPPORT OF JUNCTION BOXES. 8. WIRE PULLED BETWEEN WATER FEATURE ELECTRICAL CONTROLS PANELS AND UNDERWATER JUNCTION BOXES SHALL BE OF STRANDED COPPER, WATER—RESISTANT TYPE SELECTED AND SIZED FOR THE APPLICATION. 9. CONDUIT SHALL BE SEALED TO PREVENT ENTRY OF MOISTURE AND TO PREVENT WATER FROM DRAINING INTO THE WATER FEATURE ELECTRICAL CONTROL.. PANELS. VAULT SBALLAST VAULT BALLAST SLAB ADDITIONAL NOTE FOR FOUNTAIN DRAWINGS: ALL FOUNTAIN EQUIPMENT ON SHEETS 403, 404, & 405 ARE TO BE INCLUDED AS PART OF ALTERNATE #2, NOT AS PART OF THE BASE BiD. IF ALTERNATE #2 IS ACCEPTED, THEN THE FOUNTAIN EQUIPMENT, LAYOUT, AND CONNECTIONS ON SHEETS 403, 404, & 405 SHALL REPLACE THE EQUIPMENT SHOWN ON SHEETS 401 & 402. NOTE: FOUNTAIN EQUIPMENT DESIGN AND MATERIALS HAVE BEEN PROVIDED BY THE FOUNTAIN PEOPLE. FOR INFORMATION CONCERNING THIS EQUIPMENT CONTACT RANDY BELDEN AT ESL DESIGN (317) 951-2300. ANOTHER MANUFACTURER'S DESIGN AND EQUIPMENT MAY BE SUBSTITUTED IF IN THE ARCHITECT'S OPINION THE SUBSTITUTED SYSTEM WILL MEET THE SPECIFIED PERFORMANCE REQUIREMENTS. A WRITTEN PERFORMANCE GUARANTEE MUST ALSO BE PROVIDED STATING THAT THE SYSTEM WILL MEET ALL SPECIFIED PERFORMANCE STANDARDS AND THAT DRAWINGS WILL BE PROVIDED TO ARCHITECT AT LEAST 5 DAYS PRIOR TO BID DATE. CSO 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 zoos Scope Drawings: These drawings indicate the general scope of the project In terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe oil work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: ALTERNATE FOUNTAIN EQUIPMENT & DETAILS Issue Description: Bids & Construction Revisions: Issue Date Drawn By Checked By 12-17-01 KTF KTF ICertified By: Drawing Number: C403 Project Number: 20507 � � 0 0 � " m-�.,, .__�� s..��:�. _._��, �,.�...;.r,.�..:��-.� �' '�� ;;'' L-,l�r ;� �, k, -: �. �_� ; I%�` ' '` � . �',� ' ;��' ���J��' ���J/�� ,�/ /.; k - � �l` `�T f �\�, y� �'� � ; , � �r ., �fr�'`, f����/ . � r, �_ , -i ,�j?�,.L� �- i , . �_ .�:.� _ j'��1r_ ,���,�. ,� � �'=�'t === SCALE� 1 "_ 5�' �r,. ,.! �� _ _�_ ,��,, F��� F�COD UNE Or �� REMO��'Q BY FEMA PER LOMR—f�, � SA, DATED J�!NE 5, 2C08. _ ,`"�'��``�''` �j °'�''� ��"� .r '� ; .' ��a'; `,�•' `� , � j.,�� �' . t �`�� � � �.. � 'S ..w � , t � ��•z "i J .�C6� . :;'F '+'c;�L:' dl'�Ci �. 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CONDUIT h = "*-BONDING LUG 3/4" POWER CONDUIT NOTE: CONDUIT AND COUPLING BY INSTALLER NC - -- FLUSH JUNCTION BOX CLAMPING r- HUB �- CABIN POOL LINER .�- FINISHED FLOOR NOTE, CONDUIT AND COUPLING BY INSTALLER rO 2 P16-6300 C404 CONDUIT JUNCTION BOX NOTE: CONDUITS AND COUPLINGS BY INSTALLER P26-6300 CONDUIT JUNCTION BOX ALL FOUNTAIN EQUIPMENT ON SHEETS 403, 404, & 405 ARE TO BE INCLUDED AS PART OF ALTERNATE #2, NOT AS PART OF THE BASE BID. IF ALTERNATE 82 IS ACCEPTED, THEN THE FOUNTAIN EQUIPMENT, LAYOUT, AND CONNECTIONS ON SHEETS 403, 404, & 405 SHALL REPLACE THE EQUIPMENT SHOWN ON SHEETS 401 & 402. PUMPS NOT ALL SYMBOLS ARE USED ON EVERY PROJECT VALVES COMPRESSOR PUMP BASIC DRAWING NOTATIONS MECHANICAL FILL VALVE P3/M3 am taaeevt ALL SIZES ARE INCHES UNLESS SPECIFIED OTHERWISE mim ' CENTER OF P PNEUMATIC ACTUATED VALVE (2WAY-NC) AIR PIPE RUN Js �Y COMPRESSOR BUI s�oot�-SPL ��1/9" �k PNEUMATIC ACTUATED VALVE (2WAY-NO) yp;lr�) 30P 30P P �'�•IeFLY CENTRIFUGAL PUMPOU TFP PROVIDED sPooIOP1 aete�z sm °R M�eem CONNECTION TO CONDUIT a PNEUMATIC ACTUATED VALVE 3WA 1O� NOFINEPOWER'� TFP PROVIDED CONNE^.TION P ` ( Pump H °��o OR VE�NCLbSURE TO FIELD PIPING BOUNDARY SOLENOID ACTIVATED VALVE (2WAY-NC) SCAM CHEMICAL DISPENSING PUMP x S so��oe�IwBe-oN PUMP M n- � SUMP PUMP d'\`. F-� DIRECTION SIZE INDICATION SOLENOID CONTROLED W/NMW Fw N I TYPE: PIPE=P S AIR ACTIVATED VALVE (2WAY-NO)) ELECTRICAL CONDOR TUBING -T P ®VENTILATION FAN HOSE=H CFM I SOLENOID ACTIVATED VALVE (SWAY) I �-- INDICATES AIR PIPING s MDIRWINUM INSTRUMENTS PHOTO CELL PIPING AND TUBING M MOTOR ACTUATED VALVE (2WAY) n CONNECTION s�/etre �Y Y WIND SPEED SENSOR MOTOR ACTIVATED VALVE (SWAY) WEST PRREAT ENT M F_�CONDUIT SIZE S-Fle CONDUCTOR QUANTITY) .-Oo,,.� FLOW METER BACK FLOW PREVENTOR sl�/nPe:PrmoN-Pear •--®P�-F,u FLOW SWITCH LOW NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. REFER TO THE PROJECT Pe-Ps1.e HIGH LEVEL SWITCH PRESSURE CONTROL VALVE PLANS AND SPECIFICATIONS FOR MORE COMPLETE DETAILS. s��rYPE:WUML-RSEAL 2. PIPE. FITTINGS. CONDUIT, WIRE, AND TUBING SHALL BE SUPPLIED BY THE a. .-�Pe-Pstt LOW LEVEL SWITCH CONTRACTOR. 3. CONDUIT LOCATED WITHIN THE POOL BASIN AND STUB -UPS THROUGH POOL MM VALVE a-�P PRESSURE GAUGE FLOOR OF WALLS INTO THE BASIN SHALL BE RED BRASS. QAWAGM 4. INSTALL ONLY STRANDED TYPE COPPER CONDUCTORS WITH WATERPROOF �oe�•aco8 e-�Pe-Pstt LOW PRESSURE SWITCH INSULATION BETWEEN UNDERWATER JUNCTION BOXES AND FOUNTAIN CONTROL H 80-M Y PANEL SOLID COPPER CONDUCTORS SHALL NOT BE PERMITTED. CONTRACTOR •-&Pe-Pmli HIGH PRESSURE SWITCH SHALL SIZE WIRE BASED UPON CONDUIT RUNS AND CODE REQUIREMENTS. FLOW CONDITIONING 5. REFER TO WIRING DIAGRAMS FOR CONDUCTOR QUALITY AND CONNECTION Pe-vi°e VACUUM GAUGE INFORMATION. CHECK VALVE we 6. UNDERWATER JUNCTION BOXES LOCATED INSIDE OR OUT OF THE FOUNTAIN o. Pt-V9H1 VACUUM PRESSURE SWITCH BASIN AND BELOW WATER LEVEL, SHALL BE TOTALLY ENCAPSULATED IN AN w�w:PuSM APPROVED POTTING COMPOUND. FILTER STRAINER •-QPeioP PRESSURE TRANSMITTER 7. SYMBOL" * " INDICATES THAT THE TEE MUST BE PLACED IN THE CENTER OF THE PIPING RUN TO ENSURE BALANCE. 8. MAKE PIPING SLOPE TO THE PUMP FOR DRAINAGE. IF PIPING CANNOT BE Y- trivia IB -Y SYSTEM NOMENCLATURE SLOPED TO PUMP. MAKE PROVISIONS FOR COMPLETE DRAINING OF EACH PIPE FLOW P 1 - MV 1 A LINE CONNECTING MINIMUM A 1-1/2" DRAIN LINE AND VALVE TO LOWEST POINT J( IN PIPE RUN. WATER HAMMER ARRESTOR SVEM � (M 9. MAKE PIPE RUNS AS DIRECT AS POSSIBLE USING A MINIMUM NUMBER sYsetBe M� OF nQalrwn) OF FITTINGS. INSTALL PIPING STRAIGHT AND TRUE WITHOUT LOOPS OR TRAPS. DEM 7M (sem outs M 10. PUMP SUCTION PIPING SHALL BE A STRAIGHT RUN INTO THE PUMP FREE OF DOW �EL R�� MMMM PIPE BENDS OR TEES FOR A MINIMUM OF TEN PIPE DIAMETERS No PRECEDING THE PUMP'S SUCTION CONNECTION UNLESS OTHERWISE INDICATED ON e THE DRAWINGS. AIR COMPRESSOR ems, AFTERCOOLER caw- M SYMBOLS AND FIELD CONNECTIONS LEGEND SCALE: NOT TO SCALE NOTE: FOUNTAIN EQUIPMENT DESIGN AND MATERIALS HAVE BEEN PROVIDED BY THE FOUNTAIN PEOPLE. FOR INFORMATION CONCERNING THIS EQUIPMENT CONTACT RANDY BELDEN AT ESL DESIGN (317) 951-2300. ANOTHER MANUFACTURER'S DESIGN AND EQUIPMEN i• MAY BE SUBSTITUTED IF IN THE ARCHITECT'S OPINION THE SUBSTITUTED SYSTEM WILL MEET THE SPECIFIED PERFORMANCE REQUIREMENTS. A WRITTEN PERFORMANCE GUARANTEE MUST ALSO BE PROVIDED STATING THAT THE SYSTEM WILL MEET ALL SPECIFIED PERFORMANCE STANDARDS AND THAT DRAWINGS WILL BE PROVIDED TO ARCHITECT AT LEAST 5 DAYS PRIOR TO BID DATE. JzJ Mal t q04 1 0 0 0 WFAW WALL MOUNTS-+ W'-' 34 34 34 34 34 34 O VENT FANAt RLT-300 RLT-500 RLT-1000 xxxCFM EQUIPMENT ROOM � �) 9 � " 1. r 9' � % % � • � 9 9 2 9 9 460V,3�.60HZ / /� BY IN ALLER W/BYPASS W/ BYPAS S W BYPAS c �-% GRAVITY O P TIO N S BA9N (.v EPR -XXX DRAIN FITTINGS SUCWN TO R-51 POOL FITTINGS LIGHTS M WASTE NICHE NICHE NICHE NICHE NICHE NICHEXd( t fill fill FAMUCOt DISCHARGE SUCTION EOCEWM PRINM x"P P x X o — YD NOZZLES �T NICHE NICHE NICHE NICHE NICHE NICHE Q — 3 WATER TREATMENT 0 0 M M M M M M M M � M xxx p� JUNCTION BOXES IM M M �M Ire M WEE 1N% TO 2"P a 2"P a XXX XXXHXXX L IL_ t- XXX N N FFXXX L LIGHT LIGHT LIGHT LIGHT LIGHT LIGHT WTA-20—XXXX WTC-55—XXXX NOZZLE GRAVITY0 0 0 0 0 7CM03 ACID VAULT CHLORINE VAULT N LIGHT LIGHT LIGHT LIGHT LIGHT LIGHT 0 0 0 o 0 X WASTE � (v (v to to 0 o x x X X X X 0 0 0 0 l 1 3 3 3 3 13 113 X X X X X X D: W CJ: � a M M M M 3 3 1 1 1 1 1 1 a 0 0 0 0 0 0 � I lln X X X X X X • v U IU Iv IU IaXXX _ �! 2"P X X X X X XN33_J � P_ IM IM �I M M M FWWS�-X X L� XXX 1* L- - - - .- M M 1 r X \ L _ "� SURFACE MOUNTED JUNCTION BOX - - x x X x aac x BY INSTALLER - - SCALE: NOT TO SCALE B25 B50 B25 B50 g N-152 N-152 N-152 N-152 N-152 CLAMPING 4 �4 4 3 3 3 8 IS 8 7 7?',1? HUB 0 to o o Ia0 ( 0 0 0 0 0 �' `� �' �' �' GASKET Iv 0 I� IU (v 1� U IU IU IU Ica 0 0 0 0 0 EAC -3008 33�a 3 3 '' '''- '' 'am VOL LINER lit Ira M IM A IM r� r� r IM " I I I 1 1 L L 1-- P16-6300 L L l� L— P16-6300 M S M a FINISHED L L • M FLOOR 625 a a a a a 625 0 GASKET 1 ( (n rn yr vn En ESTOP A' rQ- �' n' lip- ' - cMc 1 2 22 2 2 2 6 6Tc- 7� 6 6 6 6 N N N N N 1 O CK z z z z 1 M zz z 3'P 3-Proi Icon I0 0 v Icor 10 Ica, Icor 0 Iv Icoa Icor I 4 P 3 3 13 13 3 3 1 3 3 13 3 3 3 n. (t'7 IM t� IM Ira ra _ (� IM M P16— 1 c� to LL— P16 I t — 6300 L 6300 L _ — — N B25 1 625 z z z o fiff �M 1 13M I 1 171 1 1 1 1 icy ?515 5 5 5 �5 ;c� w w w = z 0 0 0 0 0 0 �� 0 0 0 0 0 0 �� g g w - 0 0 0= 0 0 0 IM' 1 0 0 0 0 0 o CWL-002W-6300 to l0 0 0 0 o I ( I y CWL-302P I� 1� L � � U U v ca Ica U 3 113 3: M M 13: 13: M M M 13 o CPC -1800 I l� P26— 1 L 17 P26— I oc I a L L_ 6300 L �- = 6300 0 2 0 0 a I � I^ � 1 w to � j v U U U U 1 0 I 'd' 'd• � �� � v U U o \ \ \ \ x FWS—T8000 263CO (CONDUIT TO M — — M 0 a 0 0 JUNCTION BOX o ( ) CPL —GFI — 4 WATERFlLL SOLENOID) CPL — GFI — 4 = M _ = BY INSTALLER I_ CONTROL PANEL 6(120 INSTALLER CONTROLaPANEL M M M Q (U I 1 EL fL zO W W rN U 04 CL r�6* NC 460V3�t)FIAHZ I� �� I'� v I BY INSTALLER M - - 1-M - - - - -Lra-r--Lra 1 120/21/3e�.60HZ 1 460V/2Fe1U60HZ SURFACE MOUNTED JUNCTION BOX I BY INSTALLER 1 BY INSTALLER - - - - BY INSTALLER - - - - I�C)_ It I' U N N a M�- T_ U U �- N N PFV—GL6300 IN—GROUND VAULT SYSTEM FOUNTAIN EQUIPMENT PIPING AND ELECTRICAL SCHEMATIC SCALE: NOT TO SCALE N-152 VALVE BOX N-152 N-152 SLY EAC -3008 SUPPLY SUPPLY N BY INSTALLER R30B-6300 ► Brow m B�aww 70 BAc�ow 70 to RVG -075B ILO PUMP PIEVOM BY NBrAUM BNaN RET1lNII PREVOM 9ASN BY NsrxlFat REnM PREVF.NtF]t BY NSVILM B�1 REI R30B-6300 ► I I e� I t •. 4 R WATER �j RVG -075B RVS-0758 r� M 0 M SUPPLY M CIDW ca BACKFLOW to s• troi Ills") to a I BY INSTALLER 1 N N at MCU N N N 3"0 3"P e.erlP ., _ _ t.a"P JzJ Mal t q04 1 0 0 0 WFAW WALL MOUNTS-+ W'-' 34 34 34 34 34 34 O VENT FANAt RLT-300 RLT-500 RLT-1000 xxxCFM EQUIPMENT ROOM � �) 9 � " 1. r 9' � % % � • � 9 9 2 9 9 460V,3�.60HZ / /� BY IN ALLER W/BYPASS W/ BYPAS S W BYPAS c �-% GRAVITY O P TIO N S BA9N (.v EPR -XXX DRAIN FITTINGS SUCWN TO R-51 POOL FITTINGS LIGHTS M WASTE NICHE NICHE NICHE NICHE NICHE NICHEXd( t fill fill FAMUCOt DISCHARGE SUCTION EOCEWM PRINM x"P P x X o — YD NOZZLES �T NICHE NICHE NICHE NICHE NICHE NICHE Q — 3 WATER TREATMENT 0 0 M M M M M M M M � M xxx p� JUNCTION BOXES IM M M �M Ire M WEE 1N% TO 2"P a 2"P a XXX XXXHXXX L IL_ t- XXX N N FFXXX L LIGHT LIGHT LIGHT LIGHT LIGHT LIGHT WTA-20—XXXX WTC-55—XXXX NOZZLE GRAVITY0 0 0 0 0 7CM03 ACID VAULT CHLORINE VAULT N LIGHT LIGHT LIGHT LIGHT LIGHT LIGHT 0 0 0 o 0 X WASTE � (v (v to to 0 o x x X X X X 0 0 0 0 l 1 3 3 3 3 13 113 X X X X X X D: W CJ: � a M M M M 3 3 1 1 1 1 1 1 a 0 0 0 0 0 0 � I lln X X X X X X • v U IU Iv IU IaXXX _ �! 2"P X X X X X XN33_J � P_ IM IM �I M M M FWWS�-X X L� XXX 1* L- - - - .- M M 1 r X \ L _ "� SURFACE MOUNTED JUNCTION BOX - - x x X x aac x BY INSTALLER - - SCALE: NOT TO SCALE B25 B50 B25 B50 g N-152 N-152 N-152 N-152 N-152 CLAMPING 4 �4 4 3 3 3 8 IS 8 7 7?',1? HUB 0 to o o Ia0 ( 0 0 0 0 0 �' `� �' �' �' GASKET Iv 0 I� IU (v 1� U IU IU IU Ica 0 0 0 0 0 EAC -3008 33�a 3 3 '' '''- '' 'am VOL LINER lit Ira M IM A IM r� r� r IM " I I I 1 1 L L 1-- P16-6300 L L l� L— P16-6300 M S M a FINISHED L L • M FLOOR 625 a a a a a 625 0 GASKET 1 ( (n rn yr vn En ESTOP A' rQ- �' n' lip- ' - cMc 1 2 22 2 2 2 6 6Tc- 7� 6 6 6 6 N N N N N 1 O CK z z z z 1 M zz z 3'P 3-Proi Icon I0 0 v Icor 10 Ica, Icor 0 Iv Icoa Icor I 4 P 3 3 13 13 3 3 1 3 3 13 3 3 3 n. (t'7 IM t� IM Ira ra _ (� IM M P16— 1 c� to LL— P16 I t — 6300 L 6300 L _ — — N B25 1 625 z z z o fiff �M 1 13M I 1 171 1 1 1 1 icy ?515 5 5 5 �5 ;c� w w w = z 0 0 0 0 0 0 �� 0 0 0 0 0 0 �� g g w - 0 0 0= 0 0 0 IM' 1 0 0 0 0 0 o CWL-002W-6300 to l0 0 0 0 o I ( I y CWL-302P I� 1� L � � U U v ca Ica U 3 113 3: M M 13: 13: M M M 13 o CPC -1800 I l� P26— 1 L 17 P26— I oc I a L L_ 6300 L �- = 6300 0 2 0 0 a I � I^ � 1 w to � j v U U U U 1 0 I 'd' 'd• � �� � v U U o \ \ \ \ x FWS—T8000 263CO (CONDUIT TO M — — M 0 a 0 0 JUNCTION BOX o ( ) CPL —GFI — 4 WATERFlLL SOLENOID) CPL — GFI — 4 = M _ = BY INSTALLER I_ CONTROL PANEL 6(120 INSTALLER CONTROLaPANEL M M M Q (U I 1 EL fL zO W W rN U 04 CL r�6* NC 460V3�t)FIAHZ I� �� I'� v I BY INSTALLER M - - 1-M - - - - -Lra-r--Lra 1 120/21/3e�.60HZ 1 460V/2Fe1U60HZ SURFACE MOUNTED JUNCTION BOX I BY INSTALLER 1 BY INSTALLER - - - - BY INSTALLER - - - - I�C)_ It I' U N N a M�- T_ U U �- N N PFV—GL6300 IN—GROUND VAULT SYSTEM FOUNTAIN EQUIPMENT PIPING AND ELECTRICAL SCHEMATIC SCALE: NOT TO SCALE N-152 N-152 N-152 N-152 N-152 EAC -3008 N R30B-6300 ► 1.5"P a to a to ILO R30B-6300 ► t� u M I R30B-6300 ► I I I t �j M M 0 M M CIDW ca CD to ton troi Ills") to a I 1 N N N N N 3"0 3"P 4"P FWS-80 -6300 2 0 r - r PROVIDED WITH VAULT C�APP VENT gid• R30B-6300 ► 1.5"P Checked By R30B-6300 ► 1.5"P KTF N R30B-6300 ► 1.5"P a M R30B-6300 ► 1.5"P R30B-6300 ► 1.5"P R30B-6300 ► 1.5"P FES -200-6300 FES -200-6300 FES -200-6300 FES -200-6300 FES -200-6300 FES -200-6300 M FAD -400-6300 FAD -400-6300 FAD -400-6300 FAD -400-6300 T a CL FAD -400-6300 FAD -400-6300 � a to FAD -400-6300 FAD -400-6300 a 4 FWD -300-6300 FWD -300-6300 C FWD -300-6300 C FFD -300-6300 (lYP 5) 4-P Ia. GRAVITY DRAIN WASTE PFV-SF6300 PrV-SF6300 PFV—GL6300 IN—GROUND VAULT SYSTEM CSO 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 Scope Drawings: These drawings indicate the general scope of the project In terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope Indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work Project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: ALTERNATE FOUNTAIN EQUIPMENT DETAILS Issue Description: Bids & Construction Revisions: Issue Date Drawn By Checked By 12-17-01 KTF KTF Certified By: Drawing Number: C404 Project Number: 20507 1 4" DIA WATER LEVEL POOL LINER 2 1/2- WATER LEVEL POOL LINER GASKET 6 3/4' WATER LEVEL GASKET 1 " FINISHED GASKET CLAMPING GASKET FINISHED SURFACE : • a. a 50 SURFACE FACEPLATE BONDING LUG HOUSING BRASS 2" MIN FASTENERS ° 2" N.P.T. 3 1/4- ® w w 9 3 1/2- DIA0 OPERATING ° . 6 3/4" 1 • g" WATER LEVEL 14" 7. 130 MAX Architecture a 10" MIN 10' LIGHT CORD Engineering c ° ° O O ° ° Interiors CSO — — 1 a 1 4- Landscape Architecture 40 0 000000000000000 o OPERATING °• ,,�,_ �,,, Go WATER I I Land Surveying 000000000000000 LEVEL POOL FLOOR Corporate Office 1 1/2- N.P.T. 1 I I ° ° 280 East 96th Street Suite 200 r-- 17 1 /2" � ; . 3" N.P.T. O O ^ ^ : _ Indianapolis, Indiana 46240 a_ M1 a^ ^ .7800 a^ . ^ d FAX 317.574.0957 NOTE: PIPE BY INSTALLER BONDING LUG ° ° d A. _^ ° d o ^ ^ ®Copyright 2001 17 N-152 NOTE: PIPE BY INSTALLER �o . ° — 1 1/2- — C405 °.• GEYSER BRASS FASTENERS 1/2" N.P.T. CONDUIT 8 1/4 ---� Owner/Contractor/Consultant: °' / " ri3 FWD-30OB-6300 31/2"-1 SENSOR CABLE rol, B25 C405 WALL DRAIN GASKET CLAMPING HUB 9 1 /4- 8 1/2- FINISHED WALL GASKET NOTE: CONDUIT BY INSTALLER �O5 FREESTANDING LIGHT POOL LINER ° WATER NOTE: PIPE AND FITTING BY INSTALLER 05 CWL-002W-6300 ° LEVEL �O5 WALL WATER LEVEL WATER LEVEL ° d FES -200-6300 SENSOR HOUSING 6 3/4" --� 2 3/4" C4o5 STREAM EYEBALL INLET "T 2- MIN BRASS 8 1 /4- FASTENERS d ° CLAMPING HUB FLOAT MAGNET 12 3/4" CLAMPING ° HUB GASKET d • GASKET j POOL POOL LINER s 6" DIA LINER ° a GASKET GASKET d: w a d FINISHED POOL FLOOR 10" MAX N � Scope Drawings: ° 10 LIGHT CORD oP 9 d FLOOR 4" These drawings indicate the general scope of the project ® ® ° ° , °. ° . . . \ WATERSTOP in terms of architectural design concept, the dimensions of / the building, the major architectural elements and the type ,•° 'd of structural, mechanical, and electrical systems. ° d 8- D� The drawings do not necessarily indicate or describe all BRASS FASTENERS PROBE STEM _. work required for full performance and completion of the ADJUSTABLE INTERNAL requiremenca of the Contract. On the basis of the general scope indicated or described, THROTTLE PLATE °' ' 4 1/4w POOL FLOOR thetradecontractors shall furnish all items required for the / d . d ° • • DIA proper execution and completion of the work. 1 1/2- N.P.T. 2 1 /4w ° : ° a a . V1 / 1 2" ° ® ® Project: ------ F °' .•d d ° GASKET FACEPLATE ° a ^' NOTE: PIPE BY INSTALLER FINISHED s d ° �- a_ ^ " . - ^ SURFACE GASKET 3 1/40 ° d 3 WIRE CABLE d _. a_ • _ °^ ° POOL LINER :° . ° ° a ° � ° o. - 30' IN LENGTH STD ^ ' n Carmel City 8 1/4 1 1/2w N.P.T. ° a ° • - ° ^ BONDING LUG Center R-3oB-63oo rO2'� 1350 Reflecting Pond C405 SKIMMER NOTE: PIPE BY INSTALLER 3" N.P.T. ('_0�6 CWL-302P C4o5 FREESTANDING LIGHT 14 FWS-150-6300 NOTE: PIPE BY INSTALLER coos OPERATING WATER LEVEL SENSOR 4 1/2- C405 COUPLING 1 o FFD -300-6300 5" 1 1/2" —('----'{ C405 1/2 I I FLOOR DRAIN WITH PLUG WATER LEVEL PHOTOELECTRIC SWITCH 2 1/2" O Cit Center BONDING LUG _.�.�= i CLAMPING HUB 1 1/2" MALE THREAD Drive & GASKET + 3rd Avenue ® POOL LINER Carmel, IN w 3 1 /4" 2 3/4' , ° . ' • ° a : FINISHED FLOOR 4' -0J - GASKET .– w 1 J 1 I JUNCTION BOX , 4w • a , . d .• .. d . ° GASKET 101/4- 'A , ° . . d q Drawing Title: 3" N.P.T. BRASS ylsc`D�Y1i)VJ y1S4c`D'Ylihh ylsc'D�Y�ihh FASTENERS -� i i' i ii i i-'i�=i I i-.T-��= ALTERNATE I—I t—III I F—) I I-9 I TI I 8 3/40 FOUNTAIN 1-1/2- N.P.T. NOTE: PIPE BY INSTALLER 3/4" CONDUIT EQUIPMENT ('_15 FWS-300-6300 & C405 WATERSTOP COUPLING 03 CPC -1800 DETAILS 3" N.P.T. C405 PHOTOELECTRIC SWITCH NOTE: PIPE BY INSTALLER � Issue Description: NOTE: PIPE BY INSTALLER Bids & rO7'�EAC-3006 Construction 19 RVL-150SS Pool LINER FINISHED SURFACE 11 FGR -12-6300 C405 CASCADE NOZZLE C4o5 BALL VALVE GASKET GASKET C405 FIBERGLASS GRATING STAINLESS STEEL ° BONDING LUG Revisions: FASTENERS ADJUSTABLE CLAMPING HUB FWD -300-6300 CWL-002W-6300 p 3) CWL-302P y GASKET (TYPOOL LINER ee tt oo gg oo gg CLAMPING HUB 3/4* FINISHED 13 1/2- a1111.1,11111111 /2- 1111.11111111 .6 _ FLOOR 0 0 ° 1,–Ow . . 6- - ° 12 3/4" GASKET 3 1 /4 � A • 0 0 _ V-1 1/2- DIAMETER 2 1/2- ° ° \ d d. • • , Fl.PNGE W/ GASKET GRATING d ° 2P –in 1 OVERFLOW OPERATING d BRASS LEVEL LEVEL FGR -12-6300 ° d . 2 1/4- » Issue Date Drawn By Checked By CLAMPING HUB 4 N.P.T. 1w 1 14- ® GASKET 8 , • � 12-17-01 WEK KTF ° POOL LINER � s Fy 1'-0" a `� GASKET / Certified By: FSD-200D-6300 a d 4 1/8- 4 d ° . I °.. FINISHED FLOOR 8" DUB d d WATERSTOP - ° 1'-1 1/2- DIA. \ / o a NOTE: PIPE BY INSTALLER 21 _0 BRASS FASTENERS 04 CPL -GFT -4 ,O.P 4 : 08 FAD -400-6300 3 1/4" C405 WATERSTOP COUPLING 0405 UL—LISTED GFCI BREAKER PANEL d•. 4 ° 1/� ° 44 d 8-P ° °• ° A ADDITIONAL NOTE FOR FOUNTAIN DRAWINGS: ° d FINS -800-6300 ° C . ° a d ° 20 N.P.T. ALL FOUNTAIN EQUIPMENT ON SHEETS 403, 404, & 405 ARE TO BE INCLUDED AS PART OF ALTERNATE #2, NOT AS .4 ° ° ° ° d.' PART OF THE BASE BID. IF ALTERNATE #2 IS ACCEPTED, THEN THE FOUNTAIN EQUIPMENT, LAYOUT, AND CONNECTIONS d ° ° d ON SHEETS 403, 404, & 405 SHALL REPLACE THE EQUIPMENT SHOWN ON SHEETS 401 & 402. Drawing Number: 2"p NOTE: PIPE AND FITTINGS BY INSTALLER. ° NOTE: PIPE BY INSTALLER. NOTE: C405 20 WATER LEVEL DETAIL 16 FWS-800-6300 12 FSD-20OD-6300 FOUNTAIN EQUIPMENT DESIGN AND MATERIALS HAVE BEEN PROVIDED BY THE FOUNTAIN PEOPLE. FOR INFORMATION C405 C405 WATERSTOP FITTING C405 OVERFLOW STANDPIPE DRAIN CONCERNING THIS EQUIPMENT CONTACT RANDY BELDEN AT EF1_ DESIGN (317) 951-2300. ANOTHER MANUFACTURER'S DESIGN AND EQUIPMENT MAY BE SUBSTITUTED IF IN THE ARCHITECT'S OPINION THE SUBSTITUTED SYSTEM WILL MEET Project Number: THE SPECIFIED PERFORMANCE REQUIREMENTS. A WRITTEN PERFORMANCE GUARANTEE MUST ALSO BE PROVIDED STATING THAT THE SYSTEM WILL MEET ALL SPECIFIED PERFORMANCE STANDARDS AND THAT DRAWINGS WILL BE PROVIDED TO THE 20507 ARCHITECT AT LEAST 5 DAYS PRIOR TO BID DATE. I I .a C, I( I I 1 - I PLAN VIEW BACKFILL ON OUTSIDE OF CONCRETE WALL. WALL THICKENING AT POND EQUIPMENT ro8 NTS C501 95'_n„ V am 4" THICK POURED CONCRETE SLAB 6 x 6 W1.4 x W1.4 W.W.F. 25'-0" /— POURED CONCRETE FOUNTAIN PEDESTAL. SEE DETAIL 06/C501 & 07/C501. /—N-152 GEYSER NOZZLE OR APPROVED EQUAL. SEE SHEET C402 (5 PER FOUNTAIN, 10 TOTAL). EAC -300B CASCADE NOZZLE OR APPROVED EQUAL. SEE SHEET C402 (1 PER FOUNTAIN 2 TOTAL). 4" PIPE FROM EQUIPMENT VAULT I I I I 6" PIPE FROM EQUIPMENT VAULT EQUAL EQUAL 4 ' ` ,• KTF ° • ° • J •.° / \ a Q —III—I I i I I I (I —I I— Q�. e, I _ I I I / 70' \ —III .°' . a 1 2" EXP. o r,' 6 STONE BASE I / N —I d• JOINT WITH 1/2' EXPANSION JOINT W/ -I PREFORMED S —I PREFORMED EJ FILLER. _ _ ° " EJ FILLER. ;11 1=� I-1 I CY w A' 1==III= \ 72' \ I I I I / III III— I I II •'' ° I II V am 4" THICK POURED CONCRETE SLAB 6 x 6 W1.4 x W1.4 W.W.F. 25'-0" /— POURED CONCRETE FOUNTAIN PEDESTAL. SEE DETAIL 06/C501 & 07/C501. /—N-152 GEYSER NOZZLE OR APPROVED EQUAL. SEE SHEET C402 (5 PER FOUNTAIN, 10 TOTAL). EAC -300B CASCADE NOZZLE OR APPROVED EQUAL. SEE SHEET C402 (1 PER FOUNTAIN 2 TOTAL). 4" PIPE FROM EQUIPMENT VAULT I I I I 6" PIPE FROM EQUIPMENT VAULT � 4 ' ` ,• KTF ° • ° • q.. •.° 4- 4a ° .. Q —III—I I i I I I (I —I I— Q�. e, I _ I I I —III .°' . a 1 2" EXP. o r,' 6 STONE BASE I / N —I d• JOINT WITH 1/2' EXPANSION JOINT W/ -I PREFORMED S —I PREFORMED EJ FILLER. _ _ ° " EJ FILLER. ;11 1=� I-1 I I. A' 1==III= I I—I I I—I I I—I III III— I—III •'' ° I 8" THICK �4d °' e' ° 'el (II ao CONCRETE e—III =1 I I—I �'#4 CONCRETE FOOTING ° 2" CLR. © 12" O.C. °. I 44 ° 44 ' o 2'-4" #4,. DOWEL ® n;, ; d 3" ,C�... ° °.. 2'-0,. e. io" 1 24 O.C. ° .. 2 CLR. III -1 , #4 © 12 _ •. a I I=III= O.C. HORIZ. °O °. • III=11 e I I I—I I I —78A — --- — a ° II III 7. — e . •.. e' III— - 4" & 6" WATER SUPPLY LINES •• ' °°o• ° "'=1 1 1' FROM EQUIPMENT VAULT. SEE -0. ° ae°,' PIPING SCHEMATIC SHEET C401.as . o ° • ° a III_I, (3) - #5 CONT. 4. 4 e • ° D o 3o CLR'.. ° ° 4 a 3 #4 @ 16" O.C. i 1—I I—I (I �, 11 1=I I—I 12" THICK POURED 2'-0 CONCRETE FOOTING CONCRETE FOUNTAIN #1 PEDESTAL DETAIL NTS 4" THICK POURED CONCRETE SLAB #4 0 12" O.C. EA. WAY 4 SLAB �. . •. � 4 ' ` ,• KTF ° • e —III—III—III—III—III—I 11 = - °:° a00 —III—I I i I I I (I —I I— Q�. e, I _ I I I —III .°' . a 1 2" EXP. o r,' 6 STONE BASE I / N —I d• JOINT WITH 1/2' EXPANSION JOINT W/ -I PREFORMED 1=III=III=III —I PREFORMED EJ FILLER. _ _ ° " EJ FILLER. ;11 1=� I. I � .. .III III III— III— I— ° #4 DOWEL @ 24" O.C. lo"I- #4 4 12" O.C. HORIZ.— 25'-0" NORMAL WATER LEVEL NORMAL WATER LEVEL EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. 4" THICK POURED o CONCRETE SLAB 6 x 6 W1.4 x N W1.4 W.W.F. a SEE CONNECTION ° ENLARGEMENT. d ° a 4. 04 a — ►--11I=1 I- - �° 45 MIL EPDM k °' POND LINER ° WELL -COMPACTED SUBGRADE I— a• I I I I— II COMPACT SUBGRADE OF POND TO ° 85-95% PER STANDARD PROCTOR TEST. REMOVE ALL VEGETATION, DEBRIS, AND STONES TO PROVIDE CONNECTION ENLARGEMENT A SMOOTH, CLEAN BASE DURING COMPACTION. POND LINER CONNECTION AT CONCRETE POND FLOOR NTS — FOUNTAIN JET TYPICAL (6 TOTAL) SEE DETAIL 05/C501 FOR LAYOUT —EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. — 1/2" EXPANSION JOINT W/ PREFORMED EJ FILLER. — WATERSTOP CONTIN. WATER LEVEL = 832.50 2'-6- #4 @ 24" O.0 �2'-0" DOWELS TIE TO MESH. 1/2" EXPANSION JOINT W/ PREFORMED EJ FILLER. WATERSTOP CONTIN. EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. FINISH GRADE 2'-0" CONCRETE PAVERS TYP. 1 1/2" SAND SETTING BASE POURED CONCRETE SLAB TYP. — 6" #53 STONE BASE PROVIDE WEEP HOLES @ 24" O.C. PROVIDE GEOTEXTILE FABRIC OVER WEEPHOLES TYP. 12'-0" PROVIDE 1/4" TOOLED JOINT AND SEAL USING A BUTYL SEALANT. GROUT CAP iv PLACE 11/2" DIA. x 6" SS DOWELS — (2 PER STONE) CAST STONE CAP TYP. —� 8'-0" 2'-0„ � f�i��✓/!4p./s f' Js, fv ,Pf �e':%' � �i�s's''�'` %' ._ � %°P ., i' i� � - £ e• '� 'r r�;� ° dr �, s �t.J�- �� *rte :. i, r r. ,*nn ✓r ✓, ! �. a �,s. rf» Fy °. e ° r�',,;r3y ,!`/ <r," 'i :;�6 C,'�%' ii.1'o„lei s. ,�' y ,�. ,�f r,,. .�?:'✓.� d- .. ° p 4° . — o' e e ° 4' 4 ° a 0 'o0000o0o00 O o0o0O o0 0 O0�O 0�O00 0 0� 0 00 0000O o-�Ob o� O o�0a0O0OQ O VOo�V 0 0 O O"z)0-000')?) O V 00 O O o O �oOOO 00 O �O oO o00Oo0000 Oo 0 o oO00 00 qoOoO Oo pOoQo STOP COATINGAT'—III—III- III—III— I I—I I °' III III I —II I I I I I— I— I I -III I I THIS POINT EXPANSION JOINT 6 x 6 W1.4 x W1.4 W.W.F. POURED CONCRETE POOL _I WALL. SEE DETAIL 03/C501. ° COMPACTED SUBGRADE 4 EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. ° CONCRETE PAVER WALK DETAIL o2 POLYURETHANE SEALANT 1-1/2" x 1/4" THICK S.S. FLAT BAR 3/8" x 3-1/2" LG. S.S. WEDGE TYPE ANCHOR BOLT WITH NUT AND WASHER AT 1'-0" O.C. 2" x 1/4" THICK 14'EOPRENE DOUBLE GASKET CONTINUOUS 45 MIL POND LINER SPLICE ADHESIVE 01 C501 NTS GROUT CAP IN PLACE CONCRETE PAVERS, SEE DETAIL. - 1 1/2” SAND SETTING BASE. x 66W1.4x 6 x W.W.F. 4" THICK POURED CONCRETE SLAB COMPACT SUBGRADE OF POND TO 6 x 6 W1.4 x W1.4 W.W.F. 85-95% PER STANDARD PROCTOR TEST. REMOVE ALL VEGETATION, DEBRIS, AND STONES TO PROVIDE C501 CAST STONE CAP TYP. PROVIDE 1/2" DIA. x 6" SS DOWELS (2 PER STONE) FGROUT CAP IN PLACE 2'-0 PROVIDE 1/4" TOOLED JOINT AND SEAL USING A BUTYL SEALANT. STOP POOL COATING AT THIS POINT. WALK SURFACE = 833.170L A SMOOTH, CLEAN BASE DURING COMPACTION. ry ✓r✓+ °yoi;�sr ✓ r %r. �'vf>�✓ ": ' r yr r. ,� � ✓,rr j .rr r. 06 C501 FOUNTAIN JET TYPICAL (6 TOTAL) SEE DETAIL 05/C501 FOR LAYOUT EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. 1 2" EXPANSION JOINT W/ PREFORMED EJ FILLER. WATERSTOP CONTIN. WATER LEVEL = 832.50 4 ° r - 4° '—III—.III—I I 2'-6" #6 ®24" O.0 �2'-0" III: a DOWELS TIE TO SLAB BARS. a 8'Q 1 OD 8" THICK POURED -----,,_q, EPDXY POOL COATING ON ALL CONCRETE WALL EXPOSED POND SURFACES. #6 VERT. @ 12" O.C. • . POND LINER CONNECTION. SEE ° DETAIL 01 /C501. d ° •' 4 ° 2 CLR. #4 4 12" ° O.C. HORIZ. =1 I I=1 I I : •° 4" & 6" WATER SUPPLY LINES d FROM EQUIPMENT VAULT, SEE I I I= • . a a°°. ° PIPING SCHEMATIC SHEET C401. I—III , as o -III_ I • °° ° III—I I , (3) - #5 CONT. a .- D '3'a CLR•. ° 3" •Cly:. a e 1" III =III #4 © 16" O.C. 12" THICK POURED 2'-0" -I I; VIII— 11 -I I I I CONCRETE FOOTING CONCRETE FOUNTAIN #2 PEDESTAL DETAIL NTS 45 MIL EPDM POND LINER--/ COMPACT SUBGRADE OF POND TO 85-95% PER STANDARD PROCTOR TEST. REMOVE ALL VEGETATION, DEBRIS, AND STONES TO PROVIDE A SMOOTH, CLEAN BASE DURING COMPACTION. 07 C501 rd . IBJ.✓•' f✓ ✓ri f is >,e- ,r .. ..; d• Drawn By 4•'� a 3„ 00 12-17-01 KTF KTF >�0Oo 0 0oo0Op000nnp,o000 000 ° O0 O 0o-O'VOo� O' 0 �0 0�oO Q0 Oo �OooOo 000 0 00 O o ° a00 —III—I I i I I I (I —I I— Q�. e, I _ I I I —III .°' . a 1 2" EXP. o r,' 6 STONE BASE I / N —I d• JOINT WITH 1/2' EXPANSION JOINT W/ -I PREFORMED —I PREFORMED EJ FILLER. _ _ ° " EJ FILLER. COMPACTED SUBGRADE -II — . WATERSTOP 8" THICK POURED I =I ° a CONTIN. CONCRETE POND WALL " ° %4 e a t d #4 12" O.C.2'-4- #4 DOWEL @ 24" O.C. lo"I- #4 4 12" O.C. HORIZ.— e' ° 'el (II ao $n '. 12" THICK POURED CONCRETE FOOTING ° 2" CLR. #4 ® 16" O.C. • ' 44 ° 44 ' o A. i e' ' 'n • ° (3) — #5 CONT. • d 3" ,C�... ° °.. 2'-0,. e. POURED CONCRETE POND WALL NTS 50'-br MAX. WATER LEVEL = 832.50 _ #4 ® 24" O.C. 2 -s-6" DOWELS TIE TO MESH. EPDXY POOL COATING ON ALL EXPOSED POND SURFACES. 4" THICK POURED CONCRETE POND BASE. — 6 x 6 W1.4 x W1.4 W.W.F. WELL -COMPACTED SUBGRADE UNDER ALL POND BASINS. NOTE. FOR VERTICAL CONTROL JOINTS, SEE DETAIL 04/C501. 03 C501 CAST STONE POND COPING d d ° ° ° _ Q a a WATER.: LCL . ° u ° d 4 ° 4 4. �• ° .j. d 4 ° 44 0 4 4. 0 q ° Q a 4 °. °° . `POND FLOOR ° ° e ". ELEVATION EXPANSION JOINT /1 /-- POURED CONCRETE POND WALL "RX" TYPE WATERSHED TO 8" BELOW TOP Of/WALL. 4. 4d 4 �r ° 4 e o . ° e ° c 4 J L EXPANSION JOINT 1/Z" DIA. x 16" PLAN VIEW EXPANSION JOINT © 50' O.C. EPDXY-COATED ROD 0 12" O.C. @ 50' O.C. VERT. VERTICAL POND WALL EXPANSION JOINTS NTS 04 C501 CSO 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 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Reflecting Pond, City Center Drive & 3rd Avenue Carmel, IN Drawing Title: SITE DETAILS Issue Description: Bids & Construction Issue Date Drawn By Checked By 12-17-01 KTF KTF Drawing Number: 0541 Project Number: 20507 1 1/2"X 1 1/2"X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC o (4.5 OZ/S.Q YARD) N V) MAINTAIN BY REMOVING DOWN SLOPE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" _ TO 8" DEEP & INSERT LOOSE - =III -III -III -I END OF FABRIC, BACKFILL 'N/ EXCAVATED MATERIAL & T =III- 1TI-TI(-1 1� COMPACT I_I 11=1 11=1 11=1 I I I I-1 11- ''-III-III-III-I -►_II 2"X 2"X 36" LONG HARDWOOD III -III III -III- STAKES W/ ONE END -IIT-I 111 1� SHAPPENED &SPACED 5'-0" O.C. SILT FENCE DETAIL 14 NTS C50 j FINISH GRADE ADJUSTMENT RING -" ECCENTRIC CONE -11111 OR CONCCENTRIC CONE 1�-1 I, POLYPROPYLENE PLASTIC STEPS 48" PRECAST CONC. MANHOLE STORM PIPE 6'X 6'X 8" CONC. FOOTING W; 6X6 10/10 W.W.F. W/ #4 REBAR 12" O.C. BOTH WAYS, OR PRECAST MAX. D, 30" - NEENAH R -1772-A W/ -11= -III= TYPE B LID f PVMT. KTF - I . .. N • II-III=111_1 ALL EXPOSED POND WALLS & FLOORS TYP. Q (DQ0I I -III= ' �- -I I WW 25'-0" 14" 0 11111=Cn_CN N Li + z �o w - 2'-8" U 48" a � cv I - o- - Q n w O > w cn a-+ Cn Li ^I co Q:�Q > o INLET DETAIL NTS CAST IRON H-20 RATED GRATE IN YARD AREAS, (USE CAST IRON H-10 RATED GRATE IN PAVED AREAS,) INLET AND OUTLET ADAPTORS AVAILABLE 4" THRU 12" VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: SDR -35 SEWER CORRUGATED POLYETHYLENE 12" N w _ Drawn By Checked By J KTF - N IN PEDESTAL SEE SHEETS C401 & C402. ALL EXPOSED POND WALLS & FLOORS TYP. Q 12' 0" L.35'-9" WW 25'-0" 14" N CRETE P VER `NALIC 832.50 = NORMAL POND ELEVATION - 2'-8" 2,_0,. o z -I- J J = w - I I- I- -1 110"I --I I 11 T, - CONCRETE POND FLOOR. SEE DETAIL 03/C501. mLD PEDESTAL WALL. SEE DETAIL 08/C501. M 85%-95% COMPACTED SUBGRADE PER STANDARDPROCTOR Q POND WALL AND FOOTING. SEE DETAIL 03/C501. TEST UNDER ALL POND AREAS TYP. REFLECTING POND SECTION A -A' = .1d SCHEDULE 40 DWV CORRUGATED PVC � RIBBED PVC A(2) MAXIMUM z RECOMMENDED OVERALL HEIGHT 10' 12" DRAIN BASIN YARD INLET DETAIL PAVER WALKWAY. SEE DETAIL 02/C501. Drawn By Checked By 12-17-01 KTF FOR FOUNTAIN EQUIPMENT AND PIPING PROVIDE EPDXY POND COATING ON IN PEDESTAL SEE SHEETS C401 & C402. ALL EXPOSED POND WALLS & FLOORS TYP. 12' 0" L.35'-9" 25'-0" 14" 83 .17 = CO CRETE P VER `NALIC 832.50 = NORMAL POND ELEVATION - 2'-8" 2,_0,. 830.50 = POND FLOOR LOOR 'I - I I- I- -1 110"I --I I 11 T, - CONCRETE POND FLOOR. SEE DETAIL 03/C501. CONCRETE FOUNTAIN PEDESTAL WALL. SEE DETAIL 08/C501. 85%-95% COMPACTED SUBGRADE PER STANDARDPROCTOR CONCRETE POND WALL AND FOOTING. SEE DETAIL 03/C501. TEST UNDER ALL POND AREAS TYP. REFLECTING POND SECTION A -A' SCALE: 1/8" = V-0" PAVER WALKWAY. SEE DETAIL 02/C501. PROVIDE EPDXY POND COATING ON ALL EXPOSED POND WALLS Sc FLOORS TYP. 12'.-0" 54'-0" 54'-0" 'I832.50 = NORMAL POND ELEVATION 833.17 = CONCRETE PAVER WALK 2'- 011 830.50 = POND FLOOR I ' CONCRETE POND WALL AND FOOTING. SEE DETAIL 03/C501. CONCRETE POND FLOOR. SEE DETAIL 03/C501. 85%-95% COMPACTED SUBGRADE PER STANDARD PROCTOR TEST UNDER ALL POND AREAS TYP. REFLECTING POND SECTION B -B' SCALE: 1 /8" = 1'-0" CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" PROVIDE EPDXY POND COATING ON ALL EXPOSED POND WALLS & FLOORS TYP. 12' 0" 30'-0" �T 24'-0" 2'-8" 2�_01° CONCRETE POND WALL AND FOOTING. 0I SEE DETAIL 03/C501. - REFLECTING POND SECTION C -C' SCALE: 1/8" = V-0" 40'-0" 832.50 = NORMAL POND ELEVATION I f-- POND LINER. SEE DETAIL 01/C501. I I I1 I 822.50 1 POND FI i I l i I I I S I=1 FOR LINER CONNECTION TO POND FLOOR, SEE DETAIL 01/C501. 12'-O" 0 I i i t 1E1 11 I 1 I I I 1 1 I� C50 S01 4�/ti 2" TO 3" COURSE --� AGGREGATE\N 6" MIN. �0 GEOTEXTILE FABRIC TO STABILIZE FOUNDATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS �50 FLOW III I 2X2 WOOD STAKE ALEGRSTRAW BALE-i,- GRATE ATE I viill: q COMPACTED 'I I ° �► - - SUBSOIL - i 1- III= o. • STORM INLET STRUCTURE 0 NOTE: STRAW BALES TO BE STAKED -2 STAKES PER BALE MIN. -4 BALES PER STRUCTURE BOUND W/WIRE SECTION A PLAN INLET SEDIMENT FILTER DETAIL C50 NTS 4: 1 SCOPE FLOW CO OUTFALL PIPE PROFILE 6" 6" OUTFALL PIPE 3'-0" MIN. PROPOSED NORMAL POOL ELEVATION PROPOSED NORMAL POOL ELEVATION N W AN7 NO. 7 OR 8 STONE END ELEVATION NOTE: A ROCK OUTFALL AT THE DETENTION AREA WILL BE REQUIRED AT ALL END SECTIONS WHERE THE DETENTION AREA'S NORMAL POOL IS ALLOWED TO FILL NATURALLY. ROCK OUTFALL AT DETENTION AREA f NTS 94'-0" NTS 40'-0" 24'-0" 30'-0" 12'-0" 833.17 = CONCRETE PAVER WALK 830.50 = POND FLOOR I- IIII_I1=II=111 -I I I IIII 1. (POURED CONCRETE POOL WALL AND CAP. -III- I I SEE DETAIL 03/C501. 822.50 = POND FLOOR _- CONCRETE POND FLOOR, SEE DETAIL 03/C501. ADDITIONAL NOTE: 85%-95% COMPACTED SUBGRADE PER STANDARD PROVIDE ONE COAT OF PDXOPRIMEII PRIMER AND PROCTOR TEST UNDER ALL POND AREAS TYP. TWO COATS OF PDXOLON EPDXY POOL COATING ON ALL EXPOSED POND BASIN WALLS AND FLOORS. COLOR TO BE BLACK. TOOLED CONTROL JTS. 4" CONC. SLAB W/6X6 10/10 1/8" WIDE, MIN. 1 " W.W.F. W/BROOM FINISH. CONTROL DEPTH JTS. 4 10'-0" O.C. MAX. & EXP. APPLIED ANTI SPALLING JTS. @ 40'-0" O.C. MAX. COMPOUND SEE DETAIL 03 4" #53 STONE C502 NOTE: CONTROL JTS. & EXPANSION JTS. SPACING • DI a -,. 00 00 0c, ao�/oovaUv ABOVE MAXIMUM. 11=111=111-1 =III=111=III= 1=1I =111= PLANS FOR ANY VARIATIONS -III-Ill-III-III-III-III-III-III=III-1 EITHER INDICATED OR IMPLIED. 1=1 11=1 11=1 I I -III -III -I 11=1 I I I� I I I I � I I 11= 4" CONCRETE SLAB DETAIL 01 NTS C502 SELF LEVELING SEALANT 1/2" PREFORMI EXPANSION JT. CONC. PVMT. - BUILDING FACE OR CONCRETE PVMT. EXTEND JT. MATERIAL TO BOTTOM OF PVMT. EXPANSION JOINT DETAIL NTS EXPANSION JT. SEE CONTROL JT. SEE DETAIL 02 DETAIL 01 C502 C502 02 C50 iV BRUSH FINISH ACROSS -DIRECTION OF TRAVEL UNLESS NOTED OTHERWISE STEEL TROWEL FINISH 90" UNLESS OTHERWISE INDICATED CONCRETE FINISH DETAIL NTS 03 MIN. OF 6" TOP SOIL GREATER TO ENSURE GRASS THAN 5GROWTH . =1 al 11111 =I I I � III I I ii !i ii ii ii i a l l l l l; l l l T EDGE OF PV1.11.,11111111 lu1dN..::1.: =1� 1 I f=1 I'• CURB, GUTTERI- OR SIMILAR STRUCTURE INLIIII�II IIII- THE PUBLIC R/W =III = '=111..'::: . , " 12" MIN. REGULAR BACKFILL _ r� I W 8 CRUSHED STONE OR __ „ APPROVED EQUIV. CLASS �_ 4 11 1 BEDDING MATERIAL IIIII111111111 „I►I-III 1j11111�111 HAND TAMPED OR WALKED Bc INTO PLACE GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1'-0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC & HDPE) BEDDING & BACKFILL DETAIL o4 NTS MIN. OF 6" TOP SOIL 5' OR LESS TO ENSURE GRASS GROWTH I 1-1�_1111�=111 •: :... •.., .;; • . lF EDGE OF PVMT.,CURB, GUTTEROR SIMILAR2-STRUCTURE IN 11=I I I THE PUBLIC R/ 1N "B" BORROW OR EQUIV. I 12" MIN. GRANULAR MATER'L. COMPACTED TO 95% 1i STD. PROCTOR DENSITY 8" CRUSHED STONE OR �I I- II- 4 APPROVED EQUIV. CLASS II 1-1117- 1 1111 BEDDING MATERIAL Bc HAND TAMPED OR WALKED71 INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1'-0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE `PVC & HDPE) BEDDING & BACKFILL DETAIL o5 NTS �50 CSO Architecture Engineering Interiors Landscape Architecture Land Surveying Corporate Office 260 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 GCopyright 2001 These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: SITE DETAILS i i Issue Description: Bids & Construction Issue Date Drawn By Checked By 12-17-01 KTF KTF Certified By: C502 Project Number: 20507 M-1 NOTE: ALL TRELLIS WOOD SHALL INDICATES TRELLIS, BEAM & BE TREATED WOOD AND CROSS BRACING CONSTRUCTION PAINTED. ABOVE — SEE DWG 1/A202 nn Tin nn nn nn IIII till IIII 1111 nn n nn nn 3 6 IIII Jill 1111 1111 :::1 illi ::i: iii: A202 ii1: A202 iii n 1 n�1 I n91 1111 I u I 111 III III IIII III I I III II I III III III I IIII I III III I I III II I III 11 1 IIII tl l III I I III III III III III I I III II I il)l IIJI III I IIII II I IIII ' Illil 11 t I III I Ilil I 1111 ' 1111 I !�I 1 Ilhl I III o I Jill --------- - --------------- - - - - -- -- - - I - - - - - - - -- - - ------ --------- N -- 11 _ _ __ ____-_�___-______ IN 1 14 ii /i' III 11 I �� ' ' ,, 11 I 1 1 11 I I� ,'/ 111 ; I1 I •� ;l; ,, 111 1 1111 ,\, 111 , II I t 1 111 III I I II I II U O I /i �• I�I /, 11 1 1 1 1 not .� I�I /. III I t I I� I .� III ., III I I I I III 1 I I IIJI I Il 1 1 I I IY I III I I L11111 I I III I Jill ___.m �� c .__ _ _ R I - _ ----.._--- o III If'-- / 1 \ ------ III II t ---------o / 1� \ �I I II ------------ ----------- If �t -ll I II j----------- n �I I III 1 -- 11111 111 I I III Co 4 00 , 11 . 111 111 '/ A202 /i' II �\o III 1 1 11 1 111 III III / II III II I II III II /i I� O I I /i I I �� III I I III /i N � i II ��� III 1 I III ,/i II ��� / III Jill I� �` III 17//// I I�\ III 11 11 1 , I I I II hl c- - - - - -_ -- v= == __ -- -- * -------- - - - - -- - — - -- - - - - - --- - -- 11111 till -- ---- - - - - - - - - - - - - - �r--------- ---- c=-------- --------- ---- - -- __� III III �j � 111 III III IIII �I I1�1 III III I I III III J III III III III 11 III II I I I �� Ir ,� I I 11 I III I I� I III I I III I I I I I O I III III III it III 1191 III 11' I III I I I IIII Ilfl 1111 IIII UU UU uU UU ed, I I ,moi ttJ4 0 00 I I 0 00 I I I I I I I I I I I I I I I I I I II II - --+— k I I I I I I I I 1 I _===---r--__=-_= --------------------- ------ F -- I I I I I I I I I 1 I II I I 1 14 - __-__- _ i I I I I ,. I I /i I I 1� 1� ---------------------------- --------- u -_-1-------__=- - r --- ------------------- - --------- --------- ----------------- —-------- --------- -- -- _------ — I 10'� if 12'-0" 12'-0" FOOTING 6' -0"x6' -0"x LINE OF CUPOLA CONSTRUCTION/ 1'-0" W/ (7) #5 EA. 2 OPENING ABOVE WAY TOP & bOTTOM A201 (TYP. 4 PLACES) SIM. 4" O.D. STORM DRAIN 4—n 1 EXTERIOR LIGHT FIXTURE LOCATIONS A 2 0 4 SEE ELEVS. FOR JUNCTION BOX n HEIGHT ---- -----------I IM. i---- ------ - - It I II j r----- - ----- ------ -1 ------- -� -- -- - -- J - -I I III 11 1 i o00 000 000 000 00o Q I - ---------' 000 oo0 000 o0 00o I III II ( g a i:�i i g 0 00 � I .� I I 1 JIM Ill.1 I Q 000 000 0-0- 000 — _ _ _ _ _ _ _ _I_ coo 000 000 ooa®�..� I O 2$S0�\� - ---- -I - ----------r - - - - - - - - - - QQ I: S o00 000 I I �� t o00 000 X 1 ���� F2111'1-el ON\ 1'-8" ( 8' 0" / 1 12'-14" 1'4 I N\� II ,O II I I III I I 1 I I i 1 I I I 1t 1 I I -� I I 1 i ao I I I I I 1 A203 °O A202 II III I I III I I ' I III I I 7 °. \ Z--'---- I A202 �\ �`- -�/ ii (�\ - II o 000 / I \ - -- / I �- 0000 000 °o I 1 I IIJJI If I o 000 000 000 — (' aoo 000 000 000 'd. o � � C) Illi III I IIIIII II II II( ;1 °S 0�o 00 o00 000 000 000 000 g IIIInn UU UU LINE OF CAST STONE CORNICE ABOVE 8'-O" 4'-0" 8'-0" 4'-0" 8'-0" 4'-(f 4'4 8'-0" 4'-0" 4r 16'-0" 12 FIBERGLASS/ OUTSIDE FACE/ OUTSIDE FACE COMPOSITE COLUMNS OF BRICK. V.I.F. CAST STONE PIER CAPS NOTE: SEE DWGS. C101 & C102 FOR CONCRETE SIDEWALK/ BRICK PAVER REQUIREMENTS, DIMENSIONS & ALLIGNMENT CONDITIONS 0 00 0 I 0 2 CO A201 Lower Level Plan/ sections @ Trellis/ Pavilion 1/4"=1'-O" Elevation/ section & Pavilion/ Trellis 1/4"=1-0'° --- VIIV. - r - --- BRICK r VL ,vBRICK PAVING/ CONC, SIDEWALK LOCATIONS/ REQUIREMENTS Keynotes Div. 1 - General Requirements 1.1 THESE GENERAL NOTES ARE ORGANIZED BASED UPON THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. Div. 2 - Site Construction 02300A FINISH GRADE 02300.8 COMPACTED EARTH 02300.0 UNDISTURBED EARTH 02300.1) GRANULAR DRAINAGE FILL 02660A POND AND RESERVOIR LINER 02750A CONCRETE SIDEWALK 02782A UNIT PAVERS - CONCRETE (2" X 18" X 18" NOM.) 02782.8 3 4" SAND SETTING BED 02815A UNTAINS & PONDS 02817A POND FILTRATION SYSTEM Div. 3 - Concrete 03300A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; DEFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.1) STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION 04050.13 VERTICAL CONTROL JOINT 04060A GROUT SOLID 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT ® 16" VERTICALLY 04090.8 FLEXIBLE ANCHOR WITH TRIANGULAR TIE AT 24" O.C. VERTICALLY ON COLUMN AND 36" O.C. HORIZONTALLY ON BEAM 04090.0 VENEER ANCHOR WITH TRIANGULAR TIE AT 16" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY 04090.D FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C. 04090.E TERMINATION BAR 0421 OA 4" NOM. FACE BRICK 04210.6 4" NOM. TAPERED 'JACK ARCH' BRICK 04220A 8" NOM. CONCRETE MASONRY UNIT 04220.8 10" NOM. CONCRETE MASONRY UNIT 04220.0 12" NOM. CONCRETE MASONRY UNIT 04220.1) 6" NOM. CONCRETE MASONRY UNIT 04720A CAST STONE UNITS Div. 5 - Metals 05500.A MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.6 PIPE RAILING Div. 6 - Wood and Plastics 06100A TREATED WOOD BLOCKING 06100.8 TREATED WOOD SHIM 06100.0 3/4" TREATED PLYWOOD 06100.D 3/8" TREATED PLYWOOD 06200A F NISH CARPENTRY 06445A SIMULATED WOOD TRIM SIMULATED WOOD TRIM - WINDOW CASING (FYPON PROFILE - PAINTED #098800) SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 111031 - PAINTED SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 009800 - PAINTED 06500A FIBERGLASS REINFORCED MOLDED COLUMNS 06610A FIBERGLASS REINFORCED POLYESTER TRIM Div. 7 - Thermal and Moisture Protection 07411.A METAL ROOFING, PAINTED METALLIC COPPER 07503.A FLEXIBLE SHEET ADHERED ROOF SYSTEM 07600A FLASHING & SHEET METAL 07600.6 DOWNSPOUT 0790O.A SEALANT JOINT WITH BACKER ROD 07900.6 SEALANT Div. 8 - Doors and Windows 08552A WOOD WINDOWS - FIXED 08800A 1/4" CLEAR TEMPERED GLASS. 08800.B 1/4" CLEAR FLOAT GLASS Div. 9 - Finishes 09900A PAINTING AND BACK -PRIMING, WHERE APPLICABLE 09911 A ELECTROSTATIC PAINTING Div. 10 - Specialties NOT USED Div. 11 - Equipment NOT USED Div. 12 - Furnishings NOT USED Div. 13 - Special Construction NOT USED Div. 14 - Conveying Systems NOT USED Key Plan SHOWN 1 /A201 00 t® Ittttttte I® ® 1111111® 1/A201 i OPP. HAND SII i 11 A�m III 280 EAST 96TH STREET Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Planning Space P ng ®Copyright 1998 Scope Drawings These drariga indicate the general "of the project in term" d architectural concept, the dlm olon d the bullding, the mala archtectural elements and the type of elrvcturat mechanical and electrical ryrtenv. The d -a inpf do nut netasaft indeate or dewiDe all work required for full performa" and compl— etion of the requiremerds of the Contract On the bass of the general scope Indi— cated or described, the trade 0ordrocters shall furnish all items required for the Proper aeaI and carapid. of the park. Project: armel Cent Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: Pavilion/ Trellis [dans/ Elevations Issue Description: Bids & Construction Issue Date: Drawn By: Checked By: 09/17/01 JSW Revisions: Certified By: Drawing Number: 20507 Drawing Number: A201 r 2x 12x4" W/ S SPACERS @ 4t BETWEEN TREA TRELLIS JOISTS 4$r INDICATES DIMENSIONAL CAST STONE CpRNICE CAST STONE CORNICE 20 Upper Level Plan @ Pavilion Cupola/ Trellis ° 1/2 1 0 N �1 I I I I I I I I I I 1 I I III I I I I I I I I I I I I I 1'-2 I I I I I I I I I I I I I I I I I I I I I I I I -vv -v -v- r-v-v-va- I I L I I I I I 1 3'-2'gT-93/4 Div. 1 1. H 1 T ESE A204 3'-1,t tf2" 10'-4" T -21,T I I 8" ROOF DRAIN X. 8" 2e_I t�" �, GRANULAR DRAINAGE FILL I I POND AND RESERVOIR LINER U11 _ 4" I l " 4 I 0 I 4" f I " 4 I Div. 3 - Concrete 03300A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.1) STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A I to CAST STONE CAP BELOW 04060A I 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT ® 16" VERTICALLY 1 I ! -- -- - I, ,:. . I COLUMN CAPITAL I I 1 -- --- ------ -- ----------: �- c� 7.' BELOW I - -- -- . ..... / 04220A N ............... til 12" NOM. CONCRETE MASONRY UNIT I 6" NOM. CONCRETE MASONRY UNIT 04720A f: Div. 5 -Metals MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.8 PIPE RAILING Div. 6 - Wood and Plastics 061 ODA TREATED WOOD BLOCKING 06100.8 t 06100.0 . 06100.03 8" TREATED PLYWOOD I FNISH CARPENTRY 06445A 1iI ---------- -- -- --- ----- -- - 06610A - '-R Div. 7 - Thermal and Moisture Protection 07411.A METAL ROOFING, PAINTED METALLIC COPPER 07503.A FLEXIBLE SHEET ADHERED ROOF SYSTEM 076OO.A FLASHING & SHEET METAL - - - - - - - DOWNSPOUT 07900A SEALANTINT BACKER JO WITH BCER R OD 07900.B SEALANT Div. 8 - Doors and Windows 08552A WOOD WINDOWS -FIXED 08800.A lit -[- 1/4" CLEAR FLOAT GLASS T II 01 09911.A ELECTROSTATIC PAINTING Div. 10 - Specialties NOT USED Div. 11 - Equipment NOT USED 7/ - Div. 12 - Furnishings NOT USED Div. 13 - Special Construction NOT USED NOT USED Key Plan 2x12 TREATE OOD SHOWN 1/A204 SHOWN ' \X`C�N CROSS BR G I 1 \? \, I I INDICATES I I ! ,� •/\ , / �' I SLOPE TO I I 1 ''' '.''........ . I Ii / DRAIN I .. ' / t 1 I 1 I . I I I I � I I a• I I I 1'-4" L:1II..• .` \x� , ..''''.......:'.'''........ '.. a'xx A202 WPEN \NN -tit Iri .....',''..,.... H/ \\ BC o1#\\ .' DLID IIliI /ALTERNATE S" O.C. V FED WOOD # 6 TYP' CONTRACTOR SHA L SUBMIT LINE OF I I I ADD ALT. PRICE FOR THE BRICK VENEER o PROVISION AND I STALLATION BELOW IIIIiI I I OF 4,r ' O.C. PVC T7 A ICE AS TRELLIS TOP COVER OVER CROSS BRACING AS SHOWN 1' 8" 5' 4" Zlx_ 4� .-.. .- 12'-0" 4$r INDICATES DIMENSIONAL CAST STONE CpRNICE CAST STONE CORNICE 20 Upper Level Plan @ Pavilion Cupola/ Trellis ° 1/2 1 0 N �1 I I I I I I I I I I 1 I I III I I I I I I I I I I I I I 1'-2 I I I I I I I I I I I I I I I I I I I I I I I I -vv -v -v- r-v-v-va- I I L I I I I I 1 3'-2'gT-93/4 Div. 1 1. H 1 T ESE A204 3'-1,t tf2" 2'-93/4" T -21,T I I 8" ROOF DRAIN X. 8" 2e_I t�" �, GRANULAR DRAINAGE FILL I I POND AND RESERVOIR LINER U11 _ CONCRETE SIDEWALK 02782A \ 02782.8 . 1 I \ \ UNTAINS & PONDS I f..,. .. Div. 3 - Concrete 03300A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.1) STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A I 04050.6 �...... 04060A GROUT SOLID 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT ® 16" VERTICALLY 04090.6 FLEXIBLE ANCHOR WITH TRIANGULAR TlE AT 24" O.C. VERTICALLY ON CO! LIMN AND -- -- - I, ,:. . 04090.0 -- ----------- -- -- --- ------ -- ----------: �- c� 7.' -- - -- -- . ..... / 04220A N ............... 10" NOM. CONCRETE MASONRY UNIT 12" NOM. CONCRETE MASONRY UNIT 04220.1) 6" NOM. CONCRETE MASONRY UNIT 04720A f: Div. 5 -Metals MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.8 PIPE RAILING Div. 6 - Wood and Plastics 061 ODA TREATED WOOD BLOCKING 06100.8 t 06100.0 . 06100.03 8" TREATED PLYWOOD I FNISH CARPENTRY 06445A 1iI ---------- -- -- --- ----- -- - 06610A - '-R Div. 7 - Thermal and Moisture Protection 07411.A METAL ROOFING, PAINTED METALLIC COPPER 07503.A FLEXIBLE SHEET ADHERED ROOF SYSTEM 076OO.A FLASHING & SHEET METAL - - - - - - - DOWNSPOUT 07900A SEALANTINT BACKER JO WITH BCER R OD 07900.B SEALANT Div. 8 - Doors and Windows 08552A WOOD WINDOWS -FIXED 08800.A lit -[- 1/4" CLEAR FLOAT GLASS T II 01 09911.A ELECTROSTATIC PAINTING Div. 10 - Specialties NOT USED Div. 11 - Equipment NOT USED 7/ - Div. 12 - Furnishings NOT USED Div. 13 - Special Construction NOT USED NOT USED Key Plan SHOWN 1/A204 SHOWN 1/A202 OPP. HAND IIID ''' '.''........ . I Ii I .. ' t 1 I 1 I . I I I I � I I a• I I I 1'-4" L:1II..• ..''''.......:'.'''........ '.. A202 WPEN .....',''..,.... BC o1#\\ .' IIliI . IIIIiI . Zlx_ .-.. .- - - - - - - - - - - - - - - - - - . ------1�IlI - - - - - - - - - - - - - - - 1 ...DIIIII.I -- DR.D. R .. . . } 4$r INDICATES DIMENSIONAL CAST STONE CpRNICE CAST STONE CORNICE 20 Upper Level Plan @ Pavilion Cupola/ Trellis ° 1/2 1 0 N �1 I I I I I I I I I I 1 I I III I I I I I I I I I I I I I 1'-2 I I I I I I I I I I I I I I I I I I I I I I I I -vv -v -v- r-v-v-va- I I L I I I I I 1 9" JOINT �- BRICK VENEER BELOW --- ---------------- I 1 1 I 1 1 1 1 `. �� 5' I I I I I _ISI I�1_ 1 3 Detail 1' - o ae � I 2'-4" 1'-8" Div. 1 1. H 1 T ESE - ----------------- '------- I I I COMPACTED EARTH X. UNDISTURBED EARTH ' GRANULAR DRAINAGE FILL I I POND AND RESERVOIR LINER U11 _ CONCRETE SIDEWALK 02782A \ 02782.8 M4" SAND SETTING BED 1 I \ \ UNTAINS & PONDS 9" JOINT �- BRICK VENEER BELOW --- ---------------- I 1 1 I 1 1 1 1 `. �� 5' I I I I I _ISI I�1_ 1 3 Detail 1' - o ae � I 2'-4" 1'-8" Div. 1 1. H 1 T ESE - ----------------- '------- I I I COMPACTED EARTH X. UNDISTURBED EARTH ' GRANULAR DRAINAGE FILL I I POND AND RESERVOIR LINER 02750A CONCRETE SIDEWALK 02782A \ 02782.8 M4" SAND SETTING BED 02815A UNTAINS & PONDS I POND FILTRATION SYSTEM Div. 3 - Concrete 03300A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.1) STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A I 04050.6 VERTICAL CONTROL JOINT 04060A GROUT SOLID 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT ® 16" VERTICALLY 04090.6 FLEXIBLE ANCHOR WITH TRIANGULAR TlE AT 24" O.C. VERTICALLY ON CO! LIMN AND 36" O.C. HORIZONTALLY ON BEAM 04090.0 VENEER ANCHOR WITH TRIANGULAR TIE /'.', 13" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY CAST STONE CAP 12"0 COMPOSITE FIBERGLASS COLUMN JOINT NOTE: ALL DIMENSIONS TO BRICK VENEER BELOW CAP. JOINT BRICK VENEER BELOW 12"0 COMPOSITE FIBERGLASS COLUMN JOINT 202 TREATED JOISTS I 1 I I I CUT TO END PROFILE I i I III 1 I \\`\ \ SHOWN All i1 1 \ fill CAST STONE CAP Detail „ NOTE: ALL DIMENSIONS TO BRICK VENEER BELOW CAP. JOINT CAST BRICK BELOW 12"0 FIBERG JOINT 4 Detail 1, - 0 e, Detail 0 - USE #6 VERT. IN EA. CELL GROUT SOLID FULL HEIGHT (TYP. 9 ALL CORNERS) 10x8x16 CMU MODULAR BRICK - FOOTING BELOW 4"0 ROOF DRAIN PIPE CONNECT TO ROOF DRAI EMPTYING INTO POND IN AN APPROVED MANNER F27 Pavilion Elevation 2O 1/4"=1'-0" >T_ EA. WAY 5 pavilion Elevation/ Trellis section 2O 1/4" = 1 ' - 0 " PAINTED TRIM 2x4 WOO BLOCKINC 3/4" 0.S Cupola flan Detail OOD BLOCKING :D WOOD TRIM O.S.B. 2'-4" 1'-8" Div. 1 1. H 1 T ESE --------------I --------- ----------------- '------- I t 02300.6 COMPACTED EARTH ------r------ UNDISTURBED EARTH ' GRANULAR DRAINAGE FILL I I POND AND RESERVOIR LINER 02750A CONCRETE SIDEWALK 02782A \ 02782.8 M4" SAND SETTING BED 02815A UNTAINS & PONDS I POND FILTRATION SYSTEM Div. 3 - Concrete 03300A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.1) STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION 04050.6 VERTICAL CONTROL JOINT 04060A GROUT SOLID 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT ® 16" VERTICALLY 04090.6 FLEXIBLE ANCHOR WITH TRIANGULAR TlE AT 24" O.C. VERTICALLY ON CO! LIMN AND 36" O.C. HORIZONTALLY ON BEAM 04090.0 VENEER ANCHOR WITH TRIANGULAR TIE /'.', 13" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY 04090.1) FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C. 04090.E I 0421 OA 4" NOM. FACE BRICK 04210.8 / 04220A N I 10" NOM. CONCRETE MASONRY UNIT 12" NOM. CONCRETE MASONRY UNIT 04220.1) 6" NOM. CONCRETE MASONRY UNIT 04720A CAST STONE UNITS Div. 5 -Metals 055OO.A MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.8 PIPE RAILING Div. 6 - Wood and Plastics 061 ODA TREATED WOOD BLOCKING 06100.8 t 06100.0 3/4" TREATED PLYWOOD 06100.03 8" TREATED PLYWOOD I FNISH CARPENTRY 06445A SIMULATED WOOD TRIM SIMULATED WOOD TRIM - WINDOW CASNG FYPON LE 00 PAINTED (FYPON SIMULATED WOOD TRIM - WINDOW CASING (FYPON PROFILE 1110313 - PAINTED 10 I 06500A FIBERGLASS REINFORCED MOLDED COLUMNS( 06610A FIBERGLASS REINFORCED POLYESTER TRIM Div. 7 - Thermal and Moisture Protection 07411.A METAL ROOFING, PAINTED METALLIC COPPER 07503.A FLEXIBLE SHEET ADHERED ROOF SYSTEM 076OO.A FLASHING & SHEET METAL 07600.8 DOWNSPOUT 07900A SEALANTINT BACKER JO WITH BCER R OD 07900.B SEALANT Div. 8 - Doors and Windows 08552A WOOD WINDOWS -FIXED 08800.A 1/4" CLEAR TEMPERED GLASS. 08800.8 1/4" CLEAR FLOAT GLASS Div. 9 - Finishes 09900.A PAINTING AND BACK -PRIMING, WHERE APPLICABLE 09911.A ELECTROSTATIC PAINTING Div. 10 - Specialties NOT USED Div. 11 - Equipment NOT USED Div. 12 - Furnishings NOT USED Div. 13 - Special Construction NOT USED *00 NOT USED Key Plan SHOWN 1/A204 SHOWN 1/A202 OPP. HAND IIID X ' XX t 1 I 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I � I I a• I I I 1 I L------ ----------------------------------------- I I -------------- 1'-4" Detail 0 - USE #6 VERT. IN EA. CELL GROUT SOLID FULL HEIGHT (TYP. 9 ALL CORNERS) 10x8x16 CMU MODULAR BRICK - FOOTING BELOW 4"0 ROOF DRAIN PIPE CONNECT TO ROOF DRAI EMPTYING INTO POND IN AN APPROVED MANNER F27 Pavilion Elevation 2O 1/4"=1'-0" >T_ EA. WAY 5 pavilion Elevation/ Trellis section 2O 1/4" = 1 ' - 0 " PAINTED TRIM 2x4 WOO BLOCKINC 3/4" 0.S Cupola flan Detail OOD BLOCKING :D WOOD TRIM O.S.B. CSO280 EAST 96TH STREET Suite 200 Indianapolis, Indiana 46240 317.84 8.7800 FAX 317.574.0957 Architecture Engineering Land Plaming Historic Architecture Landscape Architecture Interior Design Space Planning acopyright 1998 Scope Drawings Thew drorige indicate the general nape of the project to terms of aichtdunl do*n concept, the dimanalam of the bulldinq, the major architecture! elarm and the of etructuro mechanical and elocticul . The dawi do rat typ 4 eyelmu npe necwwdly Indicate or al mbe all w rk required for full performance and com l- etim of the requinernents of the Contract On Me Weis of the gararal acclae indi- vats or deacdbcd, Me Lode tonhoctars shall fum(eh all Oanf required for Me Proper eaeardan and con0atlm of Un work Project: armel Cent Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: Pavilion/ Trellis Plans Details Issue Description: Bids & Construction Keynotes Div. 1 1. H 1 T ESE -General Requirements AR OR I T STRUCTION SPECIFICATIONS GENERAL NOTES E GAN ZED BASED UPON HE CON INSTITUTE'S DIVISIONS Div. 2 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PRO,;ECT. - Site Construction 02300A FINISH GRADE 02300.6 COMPACTED EARTH 02300.0 UNDISTURBED EARTH 02300.D GRANULAR DRAINAGE FILL 02660A POND AND RESERVOIR LINER 02750A CONCRETE SIDEWALK 02782A UNT PAVERS - CONCRETE (2" X 18" X 18" NOM.) 02782.8 M4" SAND SETTING BED 02815A UNTAINS & PONDS 02817A POND FILTRATION SYSTEM Div. 3 - Concrete 03300A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.1) STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION 04050.6 VERTICAL CONTROL JOINT 04060A GROUT SOLID 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT ® 16" VERTICALLY 04090.6 FLEXIBLE ANCHOR WITH TRIANGULAR TlE AT 24" O.C. VERTICALLY ON CO! LIMN AND 36" O.C. HORIZONTALLY ON BEAM 04090.0 VENEER ANCHOR WITH TRIANGULAR TIE /'.', 13" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY 04090.1) FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C. 04090.E TERMINATION BAR 0421 OA 4" NOM. FACE BRICK 04210.8 4" NOM. TAPERED 'JACK ARCH' BRICK 04220A 8" NOM. CONCRETE MASONRY UNIT 04220.13 10" NOM. CONCRETE MASONRY UNIT 04220.0 12" NOM. CONCRETE MASONRY UNIT 04220.1) 6" NOM. CONCRETE MASONRY UNIT 04720A CAST STONE UNITS Div. 5 -Metals 055OO.A MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.8 PIPE RAILING Div. 6 - Wood and Plastics 061 ODA TREATED WOOD BLOCKING 06100.8 TREATED WOOD SHIM 06100.0 3/4" TREATED PLYWOOD 06100.03 8" TREATED PLYWOOD 06200A FNISH CARPENTRY 06445A SIMULATED WOOD TRIM SIMULATED WOOD TRIM - WINDOW CASNG FYPON LE 00 PAINTED (FYPON SIMULATED WOOD TRIM - WINDOW CASING (FYPON PROFILE 1110313 - PAINTED 10 SIMULATED WOOD TRIM - WINDOW CAS NG PROFILE 009800) - PAINTED 06500A FIBERGLASS REINFORCED MOLDED COLUMNS( 06610A FIBERGLASS REINFORCED POLYESTER TRIM Div. 7 - Thermal and Moisture Protection 07411.A METAL ROOFING, PAINTED METALLIC COPPER 07503.A FLEXIBLE SHEET ADHERED ROOF SYSTEM 076OO.A FLASHING & SHEET METAL 07600.8 DOWNSPOUT 07900A SEALANTINT BACKER JO WITH BCER R OD 07900.B SEALANT Div. 8 - Doors and Windows 08552A WOOD WINDOWS -FIXED 08800.A 1/4" CLEAR TEMPERED GLASS. 08800.8 1/4" CLEAR FLOAT GLASS Div. 9 - Finishes 09900.A PAINTING AND BACK -PRIMING, WHERE APPLICABLE 09911.A ELECTROSTATIC PAINTING Div. 10 - Specialties NOT USED Div. 11 - Equipment NOT USED Div. 12 - Furnishings NOT USED Div. 13 - Special Construction NOT USED Div. 14 - Conveying Systems NOT USED Key Plan SHOWN 1/A204 SHOWN 1/A202 OPP. HAND IIID CSO280 EAST 96TH STREET Suite 200 Indianapolis, Indiana 46240 317.84 8.7800 FAX 317.574.0957 Architecture Engineering Land Plaming Historic Architecture Landscape Architecture Interior Design Space Planning acopyright 1998 Scope Drawings Thew drorige indicate the general nape of the project to terms of aichtdunl do*n concept, the dimanalam of the bulldinq, the major architecture! elarm and the of etructuro mechanical and elocticul . The dawi do rat typ 4 eyelmu npe necwwdly Indicate or al mbe all w rk required for full performance and com l- etim of the requinernents of the Contract On Me Weis of the gararal acclae indi- vats or deacdbcd, Me Lode tonhoctars shall fum(eh all Oanf required for Me Proper eaeardan and con0atlm of Un work Project: armel Cent Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: Pavilion/ Trellis Plans Details Issue Description: Bids & Construction Date: Drawn By: Checked By: Issue JSW Date: Drawn By: Checked By: 09/17/01 JSW Revisions: Certified By: Drawing Number: 20507 Drawing Number: ®-Mr ASuvn ONRY v�u.�� BEARING TYP. 8 PLACES 27 Cupola Structural Plan 2 0 3/8 " = 1'- 0" is 'J L�rlck Beam in Arch 11/2"=,'-O„ SIMPSON STRAP ST6224 TOP & BOTTOM (TYP. 4 PLACES) BEA W/ 1/2? CONT. PLYWOOD SPACERS BOLT ALL (3 2x12 W/ 1/2"0 ® 24" O.C. THRU BOLTS (3) 2x12 BEAM W/ 1/2- CONT. PLYWOOD SPACERS 5/8"0 x 4" STUDS ® 24" O.C. BOTTOM OF OPENING rr k k N ho LA -0-1 - ME Ira Lem 3/8" CONT. PLATE STOP 1/4" SHORT OF OPENING EA. END W8x28 W/ 8" MIN. BEARING EA END PROVIDE 5/8"x 7 1/2"x7 1/2" BEARING PLATES W/ (2) 5/8"0 x4" STUDS nnnnrn nn, nn r�TA\Inl\In l"`rAe1 11rTA1 Pavilion/ Cupola Section TOP AND BOTTOM TOP AND BOTTOM Keynotes Div. 1 - General Requirements 1.1 THESE GENERAL NOTES ARE ORGANIZED BASED UPON THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. Div. 2 - Site Construction 02300A FINISH GRADE 02300.8 COMPACTED EARTH 023OO.0 UNDISTURBED EARTH 02300.D GRANULAR DRAINAGE FILL 02660A POND AND RESERVOIR LINER 02750A CONCRETE SIDEWALK 02782A UNIT PAVERS - CONCRETE (2" X 18" X 18" NOM.) 02782.8 3/4- SAND SETTING BED 02815A FOUNTAINS & PONDS 02817A POND FILTRATION SYSTEM Div. 3 - Concrete 03300A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.D STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION 04050.13 VERTICAL CONTROL JOINT 04060A GROUT SOLID 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT ® 16" VERTICALLY Ow190.B FLEXIBLE ANCHOR WITH TRIANGULAR TIE AT 24" O.C. VERTICALLY ON COLUMN AND 36" O.C. HORIZONTALLY ON BEAM 04090.0 VENEER ANCHOR WITH TRIANGULAR TIE AT 16" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY 04090.D FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C. 04090.E TERMINATION BAR 04210.A 4" NOM. FACE BRICK 04210.8 4" NOM. TAPERED 'JACK ARCH' BRICK 04220A 8" NOM. CONCRETE MASONRY UNIT 04220.13 10" NOM. CONCRETE MASONRY UNIT 04220.0 12" NOM. CONCRETE MASONRY UNIT 04220.1) 6" NOM. CONCRETE MASONRY UNIT 04720A CAST STONE UNITS Div. 5 - Metals 055OO.A MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.8 PIPE RAILING Div. 6 - Wood and Plastics 06100.A TREATED WOOD BLOCKING 06100.B TREATED WOOD SHIM 06100.0 3/4" TREATED PLYWOOD 06100.0 3/8* TREATED PLYWOOD 06200A FINISH CARPENTRY 06445A SIMULATED WOOD TRIM SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 098800 - PAINTED SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 111031 - PAINTED SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 009800 - PAINTED 06500A FIBERGLASS REINFORCED MOLDED COLUMNS 06610A FIBERGLASS REINFORCED POLYESTER TRIM Div. 7 - Thermal and Moisture Protection 07411.A METAL ROOFING, PAINTED METALLIC COPPER 07503.A FLEXIBLE SHEET ADHERED ROOF SYSTEM 07600.A FLASHING & SHEET METAL 07600.8 DOWNSPOUT 07900.A SEALANT JOINT WITH BACKER ROD 07900.8 SEALANT Div. 8 - Doors and Windows 08552A WOOD WINDOWS - FIXED 08800A 1/4" CLEAR TEMPERED GLASS. 08800.8 1/4" CLEAR FLOAT GLASS Div. 9 - Finishes 09900A PAINTING AND BACK -PRIMING, WHERE APPLICABLE 09911 A ELECTROSTATIC PAINTING Div. 10 - Specialties NOT USED Div. 11 - Equipment NOT USED Div. 12 - Furnishings NOT USED Div. 13 - Special Construction NOT USED Div. 14 - Conveying Systems NOT USED CSO \11 ff, - 1. .1, 1. V/ II- - 11.1. 280 EAST 96TH STRFET Suite 200 Indianapolis, Indiana 46240 317.848.7300 FAX 317.574.0957 Architecture Engineering Land Plaming Historic Architecture Landscape ArchRecture Interior Design Space Planing ®Copyright 1998 Scope Drawings These d`oe'nge Indicate the genual scope of the project In temp of atchUcturel design concept, the dlmenebrq of tlw bulldfng, the major orchhechual slmads and tl" type of structural. mechonlcal and ekcbical rystenm. The hoeings do not nedeoariy indoote or describe all Work required far full performs p and compl- aticn of the r*q.1renmtft of the Contract On the bads of the genal scope indi- cated or described, the bode controclors shall furnish ad item, required for the Proper .-&n and completion of the Work Proj ect: armel Cent Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: Pavilion Section 11 Issue Description: Bids & Construction Issue Date: Drawn By: Checked By: Issue JSW Issue Date: Drawn By: Checked By: 09/17/01 JSW Revisions: Cert ified By: Drawing Number: 20507 ME Drawing Number: 2x6 PLATE V - 1/2"0 'J Pavilion/ nnnnrn nnl nn t`TAAlnleln nrAe1 LJ TAl 2r� Cornice Detail C� Cupola K 1 1/ 2" = 1'- 0" r r � I I I I I I I I I I I I I I I I I I I I I I I I Cert trellis Section 3/4"=1-Of1 3'-4 x 5'-4 COUNTER FLASHING PER ROOFING MFG. EPDM FLEXIBLE - SHEET ROOFING SYSTEM RIGID INSULATION 3/4" COX PLYW( 2x12 BLOCKING BETWEEN JOISTS ®24 O.C. EXP ANCHORS 3 Cornice Detail 20 11/2"=1'-0" NOTE: ALL TRELLIS MEMBERS TO BE PAINTED DIMENSIONAL CAST STONE CORNICE SINGLE ROWLOCK COURSE MODULAR BRICK SOLDIER COURSE MODULAR BRICK VENEER Keynotes Div. 1 - General Requirements 1.1 THESE GENERAL NOTES ARE ORGANIZED BASED UPON THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. Div. 2 - Site Construction 02300A FINISH GRADE 02300.8 COMPACTED EARTH 02300.0 UNDISTURBED EARTH 02300.1) GRANULAR DRAINAGE FILL 02660A POND AND RESERVOIR LINER 02750A CONCRETE SIDE'VALK 02782.A UNIT PAVERS - CONCRETE (2" X 18" X 18" NOM.) 02782.8 3/4" SAND SETTING BED 02815A FOUNTAINS & PONDS 02817A POND FILTRATION SYSTEM Div. 3 - Concrete 0330OA CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.D STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION 04050.8 VERTICAL CONTROL JOINT 04060A GROUT SOLID 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT 0 16" VERTICALLY 04090.6 FI EXIBLE ANCHOR WITH TRIANGULAR TIE AT 21O.C. VERTICALLY ON COLUMN AND 36" O.C. HORIZONTALLY ON BEAM 040eC.0 VENEER ANCHOR WITH TRIANGULAR TIE AT 16" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY 04090.1) FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C. 04090.E TERMINATION BAR 0421 OA 4" NOM. FACE BRICK 04210.6 4" NOM. TAPERED '!ACK ARCH' BRICK 04220A 8" NOM. CONCRETE MASONRY UNIT 04220.6 10" NOM. CONCRETE MASONRY UNIT 04220.0 12" NOM. CONCRETE MASONRY UNIT 04220.0 6" NOM. CONCRETE MASONRY UNIT 04720A CAST STONE UNITS Div. 5 - Metals 055OO.A MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.B PIPE RAILING Div. 6 - Wood and Plastics 06100A TREATED WOOD BLOCKING 0610O.B TREATED WOOD SHIM 06100.0 3/4" TREATED PLYWOOD 06100.1) 378" TREATED PLYWOOD 06200A FINISH CARPENTRY 06445A SIMULATED WOOD TRIM SIMULATED WOOD TRIM - WINDOW CASING �FYPON PROFILE 098800 PAINTED SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 111031 - PAINTED SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 009800 - PAINTED 06500A FIBERGLASS REINFORCED MOLDED COLUMNS 0661O.A FIBERGLASS REINFORCED POLYESTER TRIM Div. 7 - Thermal and Moisture Protection 07411.A METAL ROOFING, PAINTED METAWC COPPER 07503.A f 0760O.A FLASHING & SHEET METAL 07600.B I I 1 07900.A I I nnnnrn nnl nn t`TAAlnleln nrAe1 LJ TAl 2r� Cornice Detail C� Cupola K 1 1/ 2" = 1'- 0" r r � I I I I I I I I I I I I I I I I I I I I I I I I Cert trellis Section 3/4"=1-Of1 3'-4 x 5'-4 COUNTER FLASHING PER ROOFING MFG. EPDM FLEXIBLE - SHEET ROOFING SYSTEM RIGID INSULATION 3/4" COX PLYW( 2x12 BLOCKING BETWEEN JOISTS ®24 O.C. EXP ANCHORS 3 Cornice Detail 20 11/2"=1'-0" NOTE: ALL TRELLIS MEMBERS TO BE PAINTED DIMENSIONAL CAST STONE CORNICE SINGLE ROWLOCK COURSE MODULAR BRICK SOLDIER COURSE MODULAR BRICK VENEER Keynotes Div. 1 - General Requirements 1.1 THESE GENERAL NOTES ARE ORGANIZED BASED UPON THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. Div. 2 - Site Construction 02300A FINISH GRADE 02300.8 COMPACTED EARTH 02300.0 UNDISTURBED EARTH 02300.1) GRANULAR DRAINAGE FILL 02660A POND AND RESERVOIR LINER 02750A CONCRETE SIDE'VALK 02782.A UNIT PAVERS - CONCRETE (2" X 18" X 18" NOM.) 02782.8 3/4" SAND SETTING BED 02815A FOUNTAINS & PONDS 02817A POND FILTRATION SYSTEM Div. 3 - Concrete 0330OA CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.D STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 04050A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION 04050.8 VERTICAL CONTROL JOINT 04060A GROUT SOLID 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT 0 16" VERTICALLY 04090.6 FI EXIBLE ANCHOR WITH TRIANGULAR TIE AT 21O.C. VERTICALLY ON COLUMN AND 36" O.C. HORIZONTALLY ON BEAM 040eC.0 VENEER ANCHOR WITH TRIANGULAR TIE AT 16" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY 04090.1) FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C. 04090.E TERMINATION BAR 0421 OA 4" NOM. FACE BRICK 04210.6 4" NOM. TAPERED '!ACK ARCH' BRICK 04220A 8" NOM. CONCRETE MASONRY UNIT 04220.6 10" NOM. CONCRETE MASONRY UNIT 04220.0 12" NOM. CONCRETE MASONRY UNIT 04220.0 6" NOM. CONCRETE MASONRY UNIT 04720A CAST STONE UNITS Div. 5 - Metals 055OO.A MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.B PIPE RAILING Div. 6 - Wood and Plastics 06100A TREATED WOOD BLOCKING 0610O.B TREATED WOOD SHIM 06100.0 3/4" TREATED PLYWOOD 06100.1) 378" TREATED PLYWOOD 06200A FINISH CARPENTRY 06445A SIMULATED WOOD TRIM SIMULATED WOOD TRIM - WINDOW CASING �FYPON PROFILE 098800 PAINTED SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 111031 - PAINTED SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 009800 - PAINTED 06500A FIBERGLASS REINFORCED MOLDED COLUMNS 0661O.A FIBERGLASS REINFORCED POLYESTER TRIM Div. 7 - Thermal and Moisture Protection 07411.A METAL ROOFING, PAINTED METAWC COPPER 07503.A FLEXIBLE SHEET ADHERED ROOF SYSTEM 0760O.A FLASHING & SHEET METAL 07600.B DOWNSPOUT 07900.A SEALANT JOINT WITH BACKER ROD 079OO.B SEALANT Div. 8 - Doors and Windows 08552A WOOD WINDOWS - FIXED 08800A 1/4" CLEAR TEMPERED GLASS. 08800.6 1/4" CLEAR FLOAT GLASS Div. 9 - Finishes 09900A PAINTING AND BACK -PRIMING, WHERE APPLICABLE 09911A ELECTROSTATIC PAINTING Div. 10 - Specialties NOT USED Div. 11 - Equipment NOT USED Div. 12 - Furnishings NOT USED Div. 13 - SDecial Construction NOT USED Div. 14 - Convevine Svstems NOT USED !1 0 J L7 -..a CSO 280 EAST 96TH STREET Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning ®Copyright 1998 Scope Drawings Thema dmv" indicate the geroml scope of IM project in temu p of archloc ral design l orl the din rl of the Waling. the major anchXachual alone. and the type of shuctmal, mechanical and sloe icol Wstal The drasinp do not necessarily indicate or deecdbe all Mork required for full perferma" and cornpl- .U. of the roquiraments of the Contract On the basis of the general scope indi- cattd or described, the trade canboctda shall furnish all items required for the proper asnAWn and cvnpkUan of the wok Project: armel Cent Reflecting Pond Drawing Title: Pavilion Trellis sections 11 Issue Description: I I Bids & Construction Date: Drawn By: Checked By: Issue JSW Date: Drawn By: Checked By: 09/17/01 JSW Revisions: r i i I I I I I I I I I I I I I I I I I I I I I I BOTTOM OF FOOTING L__-____ I ELEV. _ -3'-0"' ified By: Drawing Number: 20507 Drawing Number: I 7-1 B' 2 ,B, (14 NI RR i� Ila �1 flfl !R} RR — — — — 191 ipd Nil 191 011 !GI NI! 191 911 ►� NII f — — NII Ih 4{f 119 NII T i!N Nil !!N NII . - — _ o 'B' JE I , Pd IN iNl II N N, I. IIN !I !! H fi Ig \ , III 1119 N i Pdll IIN I i I { (� .C. ,;- I, •� �� ` ! I I �, If ,� iNi Il,l � � ' ��' • �.,,<, SNI IIN .��. ,�,�:, _ ,41 , ,411 _ -- ilk � _ _iu' , _ __ _-- INI 4 � afl � l _1� ��� IIN N!I— — '"'� 1191 !N{I I 2 A !:� 411 Jli 0 2 9 I 1 V6 fl!I U8 Iv Jfl U8 I� { ,B, 2 2 - — ! — �= _II, . m_4zs B 44- 11 11 On, - Alt li J6u L-2,4,6,8 (7) #8 IN 1 1/4" PVC TO BE INSTALLED ONLY IF PAVILLION ALTERNATE IS NOT ACCEPTED. RUN RMC ON BACK SIDE OF BEAM AND THRU TO SURFACE _ Vz _ — — — — WIRING CANOPY OF TYPE 'D' FIXTURE. MOUNT BOTTOM OF FIXTURE LEVEL WITH BOTTOM OF CROSS BEAM. (TYPICAL) ALL CONDUITS AND BOXES TO BE PAINTED. COLOR TO BE SELECTED BY ARCHITECT. ME ;; !, Type D Mounting Detail f ii I I SCALE: 1/2" = 1'-0" N II :r 1, Tr 9° it B's B 8 7 i I i 9 � . i I I� NN IIN NII INd NII L'N SII U- - NI Ill _ INI ilk INI !tl I o _ ^ _ o 'B'l - __ _- -- ,i-_ - 81 — — i � ,- — --� � I I �.°% ,�� / �III� '�� ! �\ '�Illi I 1 `,,,,' @N ! _ ' NN ! X91 !i� N o i I I it 'C' 11 �.,i _ -- 111 I I —tr — =, I' ��!� I!��I ll ++ I I 1 I I ! Pdl 119 _ ; . — fel i �! 1119 I I I l 8 low ' INd Ilii iN4 N!l IIN GII I 911 i I 8 Nfl 911 119 fNl Ilp Pdi 119 Nil f!N Nbl ilN� � — — — _ fl8 1KI flU Oil N ,B• 8 'B' 8 1 ALTERNATE BID Trellis/ Pavillion Plan SCALE: 1/4" = 1'-0" TO BE INSTALLED ONLY IF PAVILLION ALTERNATE IS NOT ACCEPTED. SCALE: 1/4" = 1'-0" GRADE FOUNTAIN EQUIPMENT PIT SEE DRAWING C401. 4–#4, 1–#8 GND. IN 1 1/4"C, 120/208V. TO SR MAIN 480V. FROM 3P -50A BREAKER - TO 480V. SR MAIN NOTE: PROVIDE A PHOTOCELL ON THE ROOF OF THE NORTH PAVILLION STRUCTURE AND CONNECT TO LIGHTING CONTACTOR SUPPLIED BY THE PIT EQUIPMENT SUPPLIER #6 AWG GROUND WIRE ---� FINISH GRADE GROUND ROD 8–#8 VERT. BARS W/ #3 TIES ®16" O.C. POLE ---_ HANDHOLE 24" SQUARE CAST IRON BASE MOUNTING BOLT LAYOUT PER MFGR. TEMPLATE ANCHOR BOLTS J i Checked By: 08/14/01 TWB JWG 7 SCALE: 1/4" = 1'-0" GRADE FOUNTAIN EQUIPMENT PIT SEE DRAWING C401. 4–#4, 1–#8 GND. IN 1 1/4"C, 120/208V. TO SR MAIN 480V. FROM 3P -50A BREAKER - TO 480V. SR MAIN NOTE: PROVIDE A PHOTOCELL ON THE ROOF OF THE NORTH PAVILLION STRUCTURE AND CONNECT TO LIGHTING CONTACTOR SUPPLIED BY THE PIT EQUIPMENT SUPPLIER #6 AWG GROUND WIRE ---� FINISH GRADE GROUND ROD 8–#8 VERT. BARS W/ #3 TIES ®16" O.C. POLE ---_ HANDHOLE 24" SQUARE CAST IRON BASE MOUNTING BOLT LAYOUT PER MFGR. TEMPLATE ANCHOR BOLTS J i Checked By: 08/14/01 TWB JWG CONDUIT NO SCALE NEW 30 KVA, 480-120/208V. 3 PHASE, 4–WIRE TRANSFORMER BY CONTRACTOR Pit Detail SCALE: No Scale erI-1e/ Ir tl I/\/A PIAn e1/ll IAITr11 TYPE 'A' 12'-0" POLE LIGHT WITH ALCORN GLOBE. SPRING CITY #WA18–HSS–S–CI-12–F-12–REF–EF–WA-118- 175MH–WP–GFI. (STERNER, BEACON APPROVED EQUAL). POLE DIAMETER SHALL BE 7.5" O.D. AT THE BOTTOM AND 5.4" O.D. AT THE TOP. 11 GA. STEEL POLE WITH (12) FLAT FLUTED SIDES. BASE SHALL BE TWO PIECE HEAVY WALL CAST IRON. ONE PIECE SLIP–OVER BASE ACCEPTABLE IF ACCESS DOOR IS LOCATED TO COINCIDE WITH HANDHOLE IN POLE SHAFT. POLE AND BASE FINISH TO BE URETHANE POLYESTER POWDER SATIN BLACK OVER PRIMER. GLOBE SHALL BE STIPPLED POLYCARBONATE WITH INTERIOR UPPER REFLECTOR, HOUSE SIDE SHIELD AND, (1) 175 WATT METAL HALIDE LAMP, 120 VOLT BALLAST. PROVIDE ASEMI–FLUSH MOUNTED, GFI SINGLE RECEPTACLE WITH AN ' IN–USE RATED WEATHERPROOF COVER. LOCATE RECEPTACLE 6" FROM TOP OF POLE OPPOSITE STREET SIDE OF POLE. DECORATIVE BASE TRIMS AND FINIAL TO MATCH EXISTING 'ERA' STYLE LIGHT POLES ON MAIN STREET IN DOWNTOWN CARMEL. TYPE WALL BRACKET ALCORN GLOBE. SYMMETRIC DISTRIBUTION. 70 WATT METAL HALIDE LAMP. URETHANE POLYESTER POWDER GRADE --�- INCOMING 480 VOLT, 3 PHASE BY UTILITY COMPANY Fountain Equipment SCALE: 1 " = 30'-0"E101 Drawing Number: t Pole SCALE: No Scale LIGHT FIXTURE SCHEDULE 'OMING UNDERGROUND 0 VOLT, 3 PHASE BY 4ERGY �a SATIN BLACK OVER PRIMER. SPRING CITY #14–N-192 GLOBE WITH FINIAL. (STERNER, BEACON APPROVED EQUAL) TYPE 'C' CONDUIT PENDANT MOUNT ENCLOSED NEMA 4, PRISMATIC ACRYLIC REFRACTOR. 100 WATT METAL HALIDE. FAILSAFE #MHFP–TL22-100-120–QB. TYPE BRACKET CYLINDER DOWNLIGHT. BLACK FINISH. 70 WATT PAR -30 MC LAMP. BEGA #6536MH. Key Plan ICSO' 280 EAST 96TH STREET Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning ®Copyright 1998 Scope Drawings These dmrngs indieata the general scope of the project in temp d arrhtectuml design oonmA the dlmw5lona of tN bulWing. Oa major omhllecbual elan nt and Bre type of ehoduml, mechanical and slecbkol systerm. The drawings do rot necessarily indexte a deeeribe all work required fa full perlarmare,a and compl- etion of IM requiramants of the Catmct On the bais of Ina Swami scope indi- Med or described, the trade conhoctors shall furnish all dens required far the proper eswitlon and ca *Um of ft ask Project: armel Cent Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: Electrical Site Plan Issue Description: Bids & Construction Issue Date: issue Checked By: 08/14/01 TWB Issue Date: Drawn By: Checked By: 08/14/01 TWB JWG Revisions: Cert ified By: Drawing Number: 205.07 Ell E Ji F-] TI L_ A ra�rr� ~'~ 401 S7g w2?�2020� _.. 91b ' lb t Ex. Stm, Inlet Ex. Sir- Inlet to (gutter) 831.11 tor( � tter)1 ill inv. (S) 828.66 inv.tS) 827.75 Sb ®0}1 • � Direction Only . " Ex. Sim. Intel " to (gutter) 631.11 N inv. N 828.27 .4 Ex inv. S 828.21 .4i Ex Stm. MN Z Ex. Sim. Mh 126TH STREET Mie tar 832.69 M inv. (E) 826.49 r N to 832.34 H , inv �E�1326.69 826.69 i r \ inv. 827.54 A 0 ' H ��IK inv. ,} ° 1 yb y bl ----t -- _---- _ _------+------------- ---_ _- =_- --__--- --------------------- - - ------------ ==� ==_ _- = - - - - - -- 5-=--__ S89 4536"W - 477.25' gti + i P - - o 1b Ex. Stm. Inlet to (utter) 830.09 inv. N 827.59 inv. 53 827.54 Ex. Sim. Inlet to (gutta) 831.01 LEGEND inv. (S) 828.64 n t CHWD BY: e • N Ex. Sim. Inlet to (iter) 830.93 rN� 828.28 CURB INLET inv. 828.28 e' t9 Ex. Sim. Mh qq Ex. Stm. Mh to 831.30 A to 832.05 inv. irl 826.50 N inv �N* ) 626.35 inv 827.00 nv. ) 828.15 ilv. 826.50 O°}1 ,' inv. E 816 25 01 1 �\• /-831- --��-------------------+et6a----- t 1 EI. Sim. Mh t jr 833.49 i v, W) 825.79 I NW) 829.20 it N) 825.69 irr+. SE) 825.69 t f 0 E� Stm.Mh •� 1 833.18 int. (NW) 825.59 int. (SE) 825.58 inj. ((E) 828.03 1 1 Ex. Stm. Inlet for (gutter) 832.36 I inv828.55 inv. (E) 828.65 Ex San. MFI�rrrrr.R/yyr�.�[r rr�".w.rrr�.rrrr..rr }�ti1 �Y yj 12'rcp \ 0 / �k I _asap=enaes sscs to 832.91 1 ? - Inv. (E) 823.66 \��i 1 { -------- '� % / Ex Son. MN *` 0 0}}i 1-4�--�Ex. San. mh ` Il 1 Ia.BNW) 824.68 }}6\ �y�}-----833-' - - �i 3.41 iinv. W) 820.95 (Z` -_,` i tl` I OI inv. �SE) 824.68 inv. �SE) 820.86lb `,s \ I �,��• Ob}�<? ----- �'------------------'� ° 1 1 0 ------------ h L ti } +0"' + Lift Station O! 2'�yL +Oy\•V k + �� + not connected I�--rti," ' �1 -Sb +} \� \ �� \� \, 6'Cost Iron--"I'0��; }o° }� ��'/���\ \+�° '� Force Main � +0 110} .. y1� I / \�� ` �\ \ t0 1 + 11 , 1 ,11,11 f l b• 1 1 l \ b }�. I + \ `\ \ , 'I 1 1 6J 1 ti� ,1,1411 'IJ- }ao ' t 1 +0�} 't� '� 1 '\ r�' ( 1 It1q, I 1, Ill l 1111 l 0 ' I I' 1 1 1 1 1 ' `\ 1 I I'�I + to 83x1 69h 1 1 y t l II1'll III , + �O lyy }}' ��. 1 I i ll'il1 i 1i 1 I i t }b0 i `�\ 1 ' 1 inv. {N) 825.93 I F, inv. 5 825.93 +0 + 1 in E 826.44 1 t + It ,t--159 I IIIIII 1l, q w 0Y^' •l �/ r 4. �,� 1 I 1 LJ \� + TRACT 2B I I „IIIII I ,))b / 1 / \\ to N 1 1 3 qo 1 rla I 1111111''---- / / / / \�S 12'rc��z�. a 41 tnl y! I �I'iti b':yti ,\�-�✓ �\ J �b `\` � o;�11-- `/ ! +1b Ex. Sim. Inlet + �> + �} ' +0} )1 0 1 la ( utter) 830.65 Z "�� -- ? -- + tI' bt inv. W 626.60 w 1 1 --- Inv. E;827.05 //' I /• , I / % 1 I II 1 r )Vi Ex. Sim. Mh � l0 831.88 inv. IN) 825.97 Inv. SW) 826.03 inv E 826.98 inv. 5; 825.98 I / + + . b --- ----833-J r•g�rr r.�r.rrrr r .r��rr rr�"rr--rrr."..�ri� rr��rr rrarrr�"rr rarwrr rr rr ��wr r lr� 'I r r r"rr I �_-_ O��Q rr r��rr �,�.� �rr\\ rr 1 _ } y ' h Ex. Stm. Inlet 1 + _ _ ` +$ _ +0 + + + 0y J7 I to (gutter) 831.01 !�-----------------_ ________ _____ _____ •-cwt------------ + 0° 827.25 - ti\ -'-----•--------�So?-----------------83 - -- - ---------- ��'- - - - - -- ----��'�_ +�''� 0��e� ���ti + � 1E�827.25 r 1 ______ ______ _ ° ry II _ _ 832- _ _ _ _ _ b S�. 1 Ilnv, _ 0 +, ,� ��,v. - +0 _-l)l�� ,---_---- AA spy b Oo S89 4803"W 1 t I° %1 0 00 ti0• yo• o. 0 I I / ti rn rr }O' .� + `l• 01\ 0 10 `4O� 'S / ` 1 (0 n ------------------------------------------ +0 + b }� �_- _--------------- + >A ------------------- �------------------------- s29------------------------------------------ 0}v jl I� ------------------- _ 0}1 ----832-----------------a ti�r -------------- 828----------------------------------------- \ . Bti , 1 �} +� _�.� I 1 ----------- } --------------------- \ / / ��---------------------- 827---------------------------------- --� ` + l tO +------------ h I {1 ' ---- --- 1 b --832-------------- } 1 +/ 0�C5`0 -831--------�,• b i -----826--------------- ------------------ \ -- ------------------ } - - - - - - - - / ------------------fir-------------------- - - - ti r ---'-831 r 0 +�--- + / / /�'-------- �"r------ - - �_ 825------ }--------- ° 0� + I r - - r , / 9 0 - - - - -1- - - - - - - - - - -- 4- - - - - - -F-� 0� I 1 1 01 0� t �y / / - - - -- - -- 1 6 1 0 A tib + �'--- -830-------- \ 1 I S'-*- - + 9 ---829----- ti ---- --- 1 In 116, \ i 1 + T i i+ ryh"�----------- _828 ---------------- tio. \ }` 1 I {1i p 1----- +10T +(b b 1 I 1� j I �� I I I +•16�'�tO�`b°• q`1, I I I {II I I- 12'cPD %4 b + +0�° nv.826.11 I l j g l o I I \\ i i I I I I j n°N° o I l i 1v��\ i i 1 1 inv. 826.34 (meld endsectron) i I I bl ib O 1 a� ' I I I I oo�,mm i I l i i mli 1 lei' i i (metol endsectlon) I i l •FPlij un I {li I Bldg. i i i I h }o \ o�o� • �1°'' i 0 i 1 2� }�� ov 826.51 ZA I i i i � r 6o I {'i Bld Under Construction 1 t, �� -1 \� 1 x 1 1 FFE 835.01 ;I i i r' + i +0 + + + °, ��� �~ 1 ' , i i 1 1 I 0}}� +�6 i TRACT 3 A (metal endsection) , I I °, + , 1 1 10 jj i• uDI°jmN 'SAI '1�p1 Fo ( {II I i I l Iii�i(ol 1 l l- \\ I I b ( 1 1 1 1 I l i I I I i l ; 1 I Z t 0 I ti 6 I I'+ +�1`9 +! I `\ 11.11 O \ + }. }. e)` 1 1I 0.`�i• 0 1 1'b I r 0 ,�• 0 0 to• 1 h .� ,•1 - - - - O - \ � 1 � I + �. � ��p•" � 0 ry X11.1 ��, �� ' I \ +4') 1 % O°' \\ \ i -t4-' -�� - - _�0�� 0\ 0 I i +'1 + +'L o O I I + }°' °. 1O \ cP µO \ -8P4 - - _ `L}' ^S I I 1 1 / t ------------- + + - - ! I �---- --------828--------- / I w 1 -----------------829 + .- -I -L f I i ti I r _--------- 1' N + \Oto ------------------------ --826-------------- -. _' -_ - - - - - - - - - - - -. % I I I 1 '�� - -- - --.-_ - / \ ' �t \ .----•'--- ------------------------ ----._ �i ! I "� - 1 1 ------------ _ l ------------------------ ,,%- �- + J{j i ------------------ L- - }. --•�---------------- --- \ �- - 827 ----�------------------- / / %+1' I I + �- �yC 1`-- 833- \ 1 1 0 ° -� .A,---- a' -------------------- --------------- -- + / 1 --829------- --�'- A _ -.� + 1 + N89"48'03"E - 1Fi'J.00' \`- ' - - - - - - - - - - + �'�� I \� \ `\\`• I II ' °h 1` 1 \y --- - -------830- - - -- ��^� -�10 �9 ro�i 1 + ht 0}°°? ,� �'/ �� A5 } b� -'_ - 1� ^� 1 +-- 1 ii i i i i 0+ -------- ----------------- .1, ------831---------- --------------------- - ----------------- ------ ----- + + + + Ex Stm. Mh hod \ ` 1 +0� +0}O �y0 O,.�OA I � v + � I b� L -- ------ + .-- ;' ; �1=--------------------------------- %------- ' + --- 832-----* �------------ ---- ; + �' ` f� I for 8((31)).61 626.40 -- X83 , ' inv. (S) 826.75 }rr��.rrr..R�`` rr rr rr rrrr�r�rrrs.rr rr rr rr� •(rr rr��rrr�.�rr Irr rr��rr�r�rr�rQ rr rr.r"�rr rrr�n.rr rr rr ply 1 inv. E 826.65 -833- -, -834_ I III +�} 0}S + 12'rcp _ •� 1 \�� O }}• _�/ 1 M r( � z�ssxasazarr z r 0}A -eio-_ +0 ``\ °^'_ -B33 '' y AO \.`�\ O y° ,'L� II \' +�� ,L 835-+ -~ y� \ ` +0� gry^Il 0y^! 0�} \� OSRO +�}� +� ! t I �\ 1 +� 7-83! 5'S + + + \ \ + 1 Irk - . Ex. Slm. Intel �,, TRACT 2A r }. la(ultar)830.66 -837- �� + w } \ o, I 1 I I inv. 826.820 0 ,� 838 _-_ 9 ` \�\ I t 1• inv. E1826.82 Its I e (CONTINUED ON SHEET C1.2) Ex. Stm. Inlet for (gutter) 832.81 inv. (W) 828.80 Ex. Sim. Inlet !or( utter) 830.71 inv. ?W) 827.46 Ex. Stm. Inlet to (� (ter) 831.06 inv. (W) 827.71 0' 40' 80' SCALE: 1"=40' for (gutter) V Curb Inlet Elevation Diagram Ex. Sim. Inlet to ( utter) 830.53 Inv. ?; 827.23 ACE TBM #30 - Chiseled "X" set in S. side of lightpole base ® south side of the abandoned Kroger property. ELEV. 834.56' ACE TBM #60 - Chiseled "X" set in N. bolt of a fire hydrant ® SW car, of Autumn & Crescent Dr. ELEV. 837.09' ACE TBM #61 - Chiseled "X" set in E. bolt of a fire hydrant ® SW car. of 3rd Ave. & Adams. ELEV, 835.12' ACE TBM #62 - Chiseled "X" set in E. bolt of o fire hydrant ® west side of 3rd Ave., ±600' south of Adams. ELEV. 833.06" CAUTION N THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - •g000� V��Nc zONpo' ao 0-4 I:LI cV o > H u In E a �a oo ,4 p"1 O N Z z�� �q V v� zps rn v a O U V z W+y b y � u `VW STE9Fo A10. 29900000 ,k STATE OF W DATE: LEGEND Q° BOAT SPIKE FOUND CHWD BY: TREE • INLET ® CURB INLET m STORM MH t9 SANITARY MH m TELEPHONE MH e TRAFFIC HANDHOLE w TRAFFIC POLE WATER VALVE >r FIRE HYDRANT SIGN GUY WIRE COMBINATION POLE x TRANSFORMER ELECTRIC METER BOX LIGHT POLE -one- OVERHEAD ELECTRIC for (gutter) V Curb Inlet Elevation Diagram Ex. Sim. Inlet to ( utter) 830.53 Inv. ?; 827.23 ACE TBM #30 - Chiseled "X" set in S. side of lightpole base ® south side of the abandoned Kroger property. ELEV. 834.56' ACE TBM #60 - Chiseled "X" set in N. bolt of a fire hydrant ® SW car, of Autumn & Crescent Dr. ELEV. 837.09' ACE TBM #61 - Chiseled "X" set in E. bolt of a fire hydrant ® SW car. of 3rd Ave. & Adams. ELEV, 835.12' ACE TBM #62 - Chiseled "X" set in E. bolt of o fire hydrant ® west side of 3rd Ave., ±600' south of Adams. ELEV. 833.06" CAUTION N THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - •g000� V��Nc zONpo' ao 0-4 I:LI cV o > H u In E a �a oo ,4 p"1 O N Z z�� �q V v� zps rn v a O U V z W+y b y � u `VW STE9Fo A10. 29900000 ,k STATE OF W DATE: 09/10/01 DRAWN BY: PED CHWD BY: MAX JOB NC. IN19990527 I REVISIONS I SHEET NO. C1.1 0 0 a 0 0 a r - L I (CONTINUED ON SHEET C1.2) t1 1 1 1 i '1 1 * \ + • • +0>1 la 83m69h I I + IIII 1 X111 I +� , 1 , I 1 1 1 I 1 `� / 1 1 l o, 1 1 I full ,Ili I I I ( I i 1 I ' I i I I I>a0a 1' \\ f i iitlY Ilnv. N 825.93 inv. 5 825.93 ' i,tlll' Ifll 1 v ati 1 )OAO>♦� my E 826.44 1 •�� , ,Iu111111 I 1 ) +0 i / / 1 a�.i, 0 >�. 'ob •y'l-• + I i +i''T I 1 1 , u411 rll / w r r / � r / I I , ,,+�. >�. . b>`L• + +� + � ( � I i' � , // .,�R /�'�~ry /� 1 +% It1 TRACT 2BIN -a3 l 1 nl ,•>a 1 I uilll ,`---- / / , no � i `� �*' 1 I `'`,' 12'rc�_, n ,E 1 ,1111111 �^•J / 1.1 l 1 ,►111''', O ' /� .il"9w * ilil� . �1` / , e 0> I 1 >a)a \ 'oo''88t-- 1 : 1 fa � �,f J +0 1 \ in ( p i 1 Ex. Sim. Inlet o ' -a' > .' / L \ I bII for (( )ler) 830.71 / \a0`� moo�\\ j �__ _ -- / ' / i aha \\ 5r h O a 91'� 1 w Inv. W 827.x6 +' + rt }� i �+� - - - - - - -J-� '1� + i + +0> Ex. Sim. Irdet +� > +b}1 6Sti�y e,>ry +-011I �^1Sb7♦ 1 for ( utter) 830.65 z 1 ------------- / 1 in v. 826.60 LLJ a}1' + + ( I �I05♦�a l inv. 827.05 I A Q Ex. Sim. Mh for 831.88 inv inv (iSYn 826.03 oy ♦ y y ' 11 0 �' 0>L I I I, inv. (E) 826.98 ,' 1 `t hi S 825.98 * +0 +0-- +0 + 1 al♦ I `----------------. 1 :n 0> 12'rcp ( s :aa rrazasa•c�=: ^833-1/ { , '�� e"�.ww wwwww,A w+� '�ywwws�ww ww ww -w ww wwwa�ww ww �r�ww ��we ww ww�-w ww�ww��ww wwl��ww / 1 y fir e- �C +0>1. ---------------------833;s '0Ro >1. 0>1' 0>ry 0>1� ti00 ` j lI I Ex. Sim. Inlet + +0 + + + 0> BJ1, rrl �t Itor (gutter) 831.01 ------------------ _____________ _____ _-------------o,°� + ti0p -0�-- i �1+'� Iinv. W)827.25 8>ati♦0 p - - - +�R- - - - `-------�,SO�------------------831-+p'�- - �- -- - _ _ - -_ - - - - - - e a +0> ti�1 �,,L4ry +61 nv. E)) 827.25 I{ v� _ _ _ _ _ 832 _ _ _ _ _ _ _ _ _ _ n -------------- y--'___•-'•--'---i--'=-"-_r--_'mac' ! �.5h 0,5•`� �_ - - -..- - _ .-...�850�- + i aa} I I ,^, ti 1 1 �, --------834---- 7 I, f 1 p I I / \•. '� ' I C. >> 09 S89'48'03'W ^tvp- I 10 eti� gti0 0a yY s �+' - - w w 0 }°' + + ¢`t� Q'�01♦ 01'010 �'ti�'0� 0>�' ( 1 1 1 f^ 1 10 � 'y$- e ------- A89 48'0-+IH0.00' --------------------------------------- ( + + a0>� �' -------- + --- + + + 0ti 0♦ ' ' 1a \\I i lob ------------------- ---------------- 829------------------------------------------- 0>, 1 -- >ti a°�-------------------------------------828----------------------------------------- \ 0 I 0 t 0 ---- 832-----------------a ti+ ------------------------- 1 + _-A + �~ 0 ♦0 _----a�------------------- a` / / ,r---------------- -- 827----------------------------------- --� ` l+ I 1 ' e`P + - 832---------------'_-� I / 831---------- 1 --- 826--------------- ------------- i W / '�------------------�r--------------------- .-------------------�O,Q i f I ti• i-• -- --831----------------- 0 {{ - - - - - - - - - - / 0 -,ti - - - - - - - - --�1r"1- - -825- - - - - - ---'ti'' - - - - - - - - - "'' 0 1 , I 4� I ---------- I i O` / 1 / �+'. - - - - - - - - +� _,- + 0 0 0� --829-- ++--- 5 ----------- +0 r -- -@--- + /! / 5, b +0/ ��-- -830-------- \+ + > y ------------ I r • ' 11 � 0 � ( � 1 > � � •t � I 1 + ti ./s �-0. --828---- �,y �'L 1 I �11 I trcpp I 0�01� 0 +0 +0ti inv. 826.11 j i l i i I I1y1 i $I� _ r� ♦ f u l l (metolendseclion) i I I �r 0 a l aO\ 1 a1 i 1 I I I �Nro�i 1 1; 0� II inv. 826.34 l i Iril up ' 1 Bldg. Under Construction ti 1 I (meld endsection) 1 I I 1 Ll >°- 1 0 1 I N >� inv. 826.51 . v I I I I 1 ) 0, I r b b` ♦> FFE 835.01 ; I ; ; + +0 \ +0 + +9; q ; 01 TRACT 3 A (metd endseetan I I I 1 �' I o� + r ,' , I 010' Dry �0. °° W I 1 i t n1n t �J 1 ) 101p0I >/ �0wo�1 + + +0 a+ +0�jIII+ 1Ii f iII°°m ll o 1 1 1 1 1 11 i i l i� \\ i i l >°ja I Iilli 111' ' '� Ii li iIZ� I iJlj 1 1`y 'i �', � I j \\ � I � I � 0♦ 11 4,i i i 11 I I I l l � ♦ 01'`41 I i 1 ; ( I{l. pb `L�'' � I >> i 01'1' 1`1• { I \\ 4b 1 O \ I 0 + ry> 1^r 0 0 0" �0 _�y + til• 0. b. y ;I I + �> o \ 1 -+� - - - rye. e` 1 I + I �i b �� tib % ' , 1 +0�'O.So' Ory \ °o° 1 �� � - - _ tiS• 0>. i. 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(W) 827.54 0' 40' 80' M N00001100= SCALE: 1 "= 40' LEGEND ® BOAT SPIKE FOUND DRAWN BY: TREE • INLET ® CURB INLET m STORM MH m SANITARY MH m TELEPHONE MH ® TRAFFIC HANDHOLE e TRAFFIC POLE +� WATER VALVE Y FIRE HYDRANT SIGN ►- GUY WIRE COMBINATION POLE >< TRANSFORMER u ELECTRIC METER BOX LIGHT POLE -one- OVERHEAD ELECTRIC for (gutter) Curb Inlet Elevation Diagram ACE TBM #30 - Chiseled "X" set in S. side of Ilghtpole base 0 south side of the abandoned Kroger property. ELEV. 834,56' ACE TBM #60 - Chiseled "X" set in N. bolt of a fire hydrant ® SW car. of Autumn & Crescent Dr. ELEV. 837.09' ACE TBM #61 - Chiseled "X" set In E. bolt of a fire hydrant O SW car. of 3rd Ave. & Adams. ELEV. 835.12' ACE TBM #62 - Chiseled "X" set in E. bolt of a fire hydrant ® west side of 3rd Ave., ±600' south of Adams. ELEV. 833.06" CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE, THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - r - NN �C'': AGISTER"`• o Qfi•Q` F��Z (299006000 � STATE OF 049 •` 14t %4 CER-nFttD BY LU M W z Uj 0 Uj C6 Q CLz DATE: 09/10/01 DRAWN BY: PED CHWD BY: MAX JOB NO. IN19990527 I REVISIONS I SHEET NO. C1.2 OF I � - ll UMITS OF CONSTRUCTION - S I A"L .......... SCALE: 1" = 10'-0" %M6111111 0 5 10 20 SIDEWALK ENLARGEMENT SCALE: 1. = 10'-0" %M%M 0 5 10 20 B _ _ T A S D O T S A S T D S - i rrS OF CONSTRUCTION SEE TYPICAL SIDEWALK FNI AR(,FMFNT THIS SHFFT SITE LAYOUT PLA SCALE: 1 " = 30'-0" 0 15 30 60 ADDITIONAL NOTE: ALL DIMENSIONS ARE TO THE FACE OF THE CAST STONE POOL COPING. FOR DIMENSIONS TO THE FACE OF WALL, SEE DETAILS ON SHEET C501, TYP. LEGEND GENERAL NOTES: -.: 12-17-01 1. F777, <.` CONCRETE PAVEMENT CONCRETE PAVERS, COLOR I. AT NQS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN SCAPE PLAN AND OR EROSION CONTROL PLAN FOR CONCRETE PAVERS, COLOR II. DIRECTION AND VERIFICATION. CAST STONE POOL COPING COUNTY, CITY OR LOCAL AGENCIES. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- PROPERTY LINE OUT PONDING WATER. THE PAVING CONTRACTOR SHALL LIMITS OF CONSTRUCTION �.P) r - � I ' 12'H. PJ3) 194' + A B D LUMU OF CON.WUCTION K C[Pj_ - ® 8" THICK POURED CONCRETE PAVEMENT. SEE DETAIL 02/C501. © EXPANSION JOINT TYPICAL UNDER PAVERS. SEE DETAIL 02/C502. © CONTROL JOINT TYPICAL. SEE DETAIL 01/C502. �D CONCRETE PAVERS COLOR #1 AS MANUFACTURED BY PAVESTONE OR APPROVED EQUAL. COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. SEE DETAIL 02/C501. EO 2'-0" WIDE CAST STONE POOL COPING WITH ROUNDED EDGE. SECTIONS TO BE 5'-0" LONG. SEE DETAIL 02/C501. PROVIDE "NO SWIMMING" INSCRIPTION EVERY 10TH SECTION, SEE DETAIL 08/C502 OF POURED CONCRETE POOL BOTTOM. SEE DETAIL 03/C501. © 45 MIL EPDM POOL LINER TYPICAL. SEE DETAIL 01/C501. Q TRANSITION SLOPE IN POND TYPICAL. �I PROPOSED TRANSFORMER LOCATION. SEE SHEET E101 FOR FURTHER INFORMATION. JO FOUNTAIN EQUIPMENT PIT LOCATION. FOR SCHEMATIC FOUNTAIN PIPING DIAGRAMS. SEE SHEET C401. QK CONCRETE PAVERS COLOR #2 AS MANUFACTURED BY PAVESTONE OR APPROVED EQUAL. COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. SEE DETAIL 02/C501. O FBRICK OR CO STRPERGOLA ION. COLUMN BASE TYPICAL. (36 TOTAL) SEE SHEETS A201- A205 0 POURED S1 COOK OE FOUNTAIN. STRUCTURE #1. SEE DETAIL 05/C501 & 06/C5O POURED CONCRETE FOUNTAIN STRUCTURE #2. SEE DETAIL 05/C501 & 07/C501 FOR CONSTRUCTION. QO EXISTING PROPERTY LINE TYPICAL. © TRANSITION SMOOTHLY FROM EXISTING CONCRETE PAVEMENT TO PROPOSED CONCRETE PAVEMENT. ® PROPOSED CONCRETE WALK BY OTHERS. SQ POLE LIGHT LOCATION. SEE SHEET E101 FOR FURTHER INFORMATION. ALL POLE LIGHTS TO ALIGN WITH CONCRETE PAVER BONDS AND SCORE JOINTS AS NOTED ON PLANS. TQ PROPOSED 6' LONG BENCH TYP. (16 TOTAL) SCALE: 1" = 10'-0" %M%M 0 5 10 20 Q_ - 'DON'T DIG BLIND' 'IT'S THE LAW' maw Umm"M10 rxan:cra" 'diver. M. Gall 1-500-362-5544 2 Working Days Before You Dig. csoi Architecture Engineering Interiors Landscape Architecture Land Surveying Corporate Office 280 East 9611h Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 @Copyright 2001 IOwner/Contractor/Consultant: Scope Drawings: These drawings indicate the general scope of the projec in terms of architectural design concept, the dimensions c the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarlyiindicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope Indicated or describe the trade contractors shall furnish all items required for th, proper execution and completion of the work. Project: Carmel City Center Reflecting Ponc City Center Drive & 3rd Avenue Carmel, IN Drawing Title: SITE LAYOUT PLAN Issue Description: Bids & Construction Issue Date GENERAL NOTES: Checked BI 12-17-01 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- AT NQS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN SCAPE PLAN AND OR EROSION CONTROL PLAN FOR TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, DIRECTION AND VERIFICATION. COUNTY, CITY OR LOCAL AGENCIES. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER. THE PAVING CONTRACTOR SHALL 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE FLOODING THE ENTIRE PNEMENT AREA WITH WATER AND MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR IF NECESSARY. SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- SCHEDULE. WATER MAY BE USED AS A REDUCER. STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR THE LOCATION AND SIZE OF THESE UTILITIES MAYBE SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- APPROXIMATE. THIS INFORMATION WAS GATHERED OR ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE IMMEDIATELY FOR INSTRUCTIONS. FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- THAT SEEDED AREA. IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT UTILITY LOCATION COMPANY PRIOR TO THE START OF HIMSELF WITH THE SOIL CONDITIONS. EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR 19. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP - HAS JURISDICTION SO NOT TO CAUSE DAMAGE. MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR BEFORE CONSTRUCTION IS TO START TO VERIFY ANY DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. OR DURING THE SCHEDULED PAVING. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO 20. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER. EXCAVATION. EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLANS. PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS 21. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL AND SPECIFICATIONS FOR THE APPROVED MATERIALS. JOINTS AND NOT TO EXCEED 10'-0" MAXIMUM. EXPAN- SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM. CON - 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. THE CURBS ARE POURED. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW 22. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 23. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER UNLESS OTHERWISE NOTED. PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH 24. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. DAMAGE. 25. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST TO EXISTING AREAS AS NECESSARY. CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE RY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S b . OWNER AS TO THEIR FUTURE RESPONSIBILITIES. -d 'DON'T DIG BLIND' 'IT'S THE LAW' maw Umm"M10 rxan:cra" 'diver. M. Gall 1-500-362-5544 2 Working Days Before You Dig. csoi Architecture Engineering Interiors Landscape Architecture Land Surveying Corporate Office 280 East 9611h Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 @Copyright 2001 IOwner/Contractor/Consultant: Scope Drawings: These drawings indicate the general scope of the projec in terms of architectural design concept, the dimensions c the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarlyiindicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope Indicated or describe the trade contractors shall furnish all items required for th, proper execution and completion of the work. Project: Carmel City Center Reflecting Ponc City Center Drive & 3rd Avenue Carmel, IN Drawing Title: SITE LAYOUT PLAN Issue Description: Bids & Construction Issue Date Drawn By Checked BI 12-17-01 KTF KTF Certified By: Drawing Number: c101 Project Number: 20507 LEGEND CONCRETE PAVEMENT CONCRETE PAVERS CENTRAL PLAZ L RGEMENT SCALE: 1" = 10'-0" 0 %M%mmm 0 5 10 20 SCALE: 1" = 30'-0" %M%1i"' 0 15 30 60 `o KEY NOTES AQ 8" THICK POURED CONCRETE PAVEMENT. SEE DETAIL 02/C501. © EXPANSION JOINT TYPICAL. SEE DETAIL 02/C502. © CONTROL JOINT TYPICAL. SEE DETAIL 01/C502. DU CONCRETE PAVERS, COLOR #1 AS MANUFACTURED BY PAVESTONE OR APPROVED EQUAL. COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. SEE DETAIL 02/C501. Q 2'-0" WIDE CAST STONE POND COPING WITH ROUNDED EDGE. SECTIONS TO BE 5'-0" LONG. SEE DETAIL 02/C501. F� POND FLOOR TYP. IF ALTERNATE #2 ONLY IS ACCEPTED, THEN BOTTOM TO BE CONCRETE. IF ALTERNATE #3 IS ALSO ACCEPTED, THEN BOTTOM TO BE 45 MIL EPDM LINER. © PAVILION STRUCTURE TYPICAL. (2 TOTAL). SEE SHEETS A201 - A204 FOR CONSTRUCTION. PAVILLIONS TO BE INCLUDED AS ADD ALTERNATE #1 Q POURED CONRETE POND DIVIDING WALL. SEE DETAIL 01 /C102. FOR CONSTRUCTION. I� CONCRETE PAVERS, COLOR #2 AS MANUFACTURED BY PAVESTONE OR APPROVED EQUAL. COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. SEE DETAIL 02/C501. JO TRANSFORMER LOCATION KU EQUIPMENT VAULT (D SAND FILTER PIT (ALTERNATE #3) PAVILION AREA ENLARGEMENT SCALE: 1 " = 10'-0" %?%MEN 0 5 10 20 CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" ' ,.� FOR ALT. 2) PROVIDE EPDXY POND COATING ON 120 30 ALL EXPOS D POND WALLS & FLOORS TYP. -0 2'-8 2'-0" POURED CONCRETE POOL WALL AND CAP. FOR ALTERNATE #2, SEE DETAIL 03/C501. FOR ALTERNATE #3, SEE DETAIL 03/C102, REFLECTING POND SECTION D -D': SCALE: 1/8" = V-0" 832.50 = NORMAL POND ELEVATION ilk GROUT CAP IN PLACE CAST STONE CAP TYP. CONCRETE PAVERS, SEE DETAIL.PROVIDE 1/2" DIA. x 6" SS DOWELS (2 PER STONE) 1 1/2" SAND SETTING BASE. GROUT CAP IN PLACE 4" THICK POURED CONCRETE SLAB 2'-0" /F L. 6 x 6 W1.4 x W1.4 W.W.F. SEE DETAIL ENLARGEMENT FOR LINER CONNECTION. WALK SURFACE = 833.17 >.,a � is'rJ i �_ ,,.r s J;vori✓, Jri?f �' f r'' ✓rdi °.''•.. t .: .. 4 .. 00 ' j , .G F%J:'• id /",C,.,,,✓if' i"• :'.'`' ' .'r,; f ''.r ,1'�✓e G', s •�.' � °WATER LEVEL = 832.50 4 °. oO0 00 O 0000000 20 0000R?"Cb 501� 2'-6" �1-0 0°00 obo°ooo8 °O°� o�O°�#4 24„ O.C. 2-0" 00 Q� 00 00 Q� 00 00 �� 00 0 �0 0 a DOWELS TIE i0 MESH. i I I a°° ° 45 MIL EPDM POND LINER TYP. =1 I = i I -III- � • • 6" STONE BASE I I - -° N 1/2" EXPANSION JOINT W/ -� I ° APPLY SPLICE ADHESIVE TO PREFORMED EJ FILLER. _ °° ALL VERTICAL SURFACES. COMPACTED SUBGRADE -III- ° GEOTEXTILE FABRIC UNDER 8" THICK POURED I I_I a LINER ON POND BOTTOM TYP. CONCRETE POND WALL #4 © 12" O.C. -III- I I -III I I -III I I I -III -I #4 ® 12" O.C. HORIZ. ---� ° 12rr THICK POURED CONCRETE FOOTING-� I- #4 @ 16" O.C. °'° COMPACT SUBGRADE OF POND TO (3) - #5 CONT. . $" `V 85-95% PER STANDARD PROCTOR TEST. REMOVE ALL VEGETATION, ° 2 CLR. DEBRIS AND CLEAN BASSO PROVIDE ROM E tow-`� ° COMPACTION. 1/2" x 6" SS DOWEL TYP. GROUT TYP. ° ° . ,• 4 .10 • ' ' n a O NOTE: BACKER ROD FOR VERTICAL CONTROL JOINTS, 4 4 • � ° ° • a SEE DETAIL 04/C501. 3" CLR CAST STONE CAP t.. POLYEUREfHANE SEALAM ' / 2 -0 45 MIL EPDM LINER CONTRACTOR TO RAKE MORTAR SPLICE ADHESIVE JOINT t2" DEEP. APPLY SPLICE %ADHESIVE TO RAKED JOINT DURING INSTALLATION OF LINERi WATER LEVEL AND ADHERE LINER. CONNECTION/ ENLARGEMENT ALTERNATE POND •I ER ATTACHMENT ro NN 11114*IIF „ TERNATE #3 IS ACCEPTED)ttrlv 1100 c F IF ALTERNATE #2 IS ACCEPTED, THEN POND FLOOR WILL BE CONCRETE. IF ALTERNATE #3 IS ALSO ACCEPTED, THEN POND FLOOR WILL BE A 45 MIL EPDM LINER. CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" 85-95% COMPACTED SUBGRADE PER STANDARD PROCTOR TEST UNDER ALL POND AREAS. 30'-0" 833.17 = CONCRETE PAVER WALK Rvn c;n = Pr) in Pi nnR 12'-0" ALTERNATE #1 ALTERNATE #1 SHALL INCLUDE ALL WORK NECESSARY TO ADD TWO PAVILLION STRUCTURES TO THE CONTRACTOR'S BID. THE WORK SHALL CONSIST OF THAT NOTED ON THIS BASE PLAN AND ALL WORK ON SHEETS A201- A204. THE CONTRACTOR SHALL GIVE A SEPARATE PRICE FOR EACH INDIVIDUAL PAVILLION. ALTERNATE #2 ALTERNATE #2 SHALL INCLUDE ALL WORK NECESSARY TO MAKE THE REFLECTING POND 2' DEEP WITH A CONCRETE 90TTOM IN ALL AREAS AND ADD A WATER FILTRATION SYSTEM TO THE FOUNTAIN EQUIPMENT SYSTEM. THE WORK SHALL CONSIST OF THAT NOTED ON THIS SHEET AND ON THE ALTERNATE FOUNTAIN EQUIPMENT SHEETS C404 & C405. THE WORK SHALL NOT INCLUDE ADDITIONAL FILL DIRT NECESSARY TO BRING THE POND UP TO A 2' DEPTH IN ALL AREAS. ALTERNATE #3 ALTERNATE #3 SHALL INCLUDE ALL WORK NECESSARY TO REPLACE THE CONCRETE FLOOR OF THE POND DESCRIBED IN ALTERNATE #2 WITH A 45 MIL. EPDM LINER. THE WORK SHALL CONSIST OF ALL MATERIAL AND CONNECTIONS REQUIRED TO PROVIDE AND INSTALL THE LINER PER THE PLANS & DETAILS ON THIS SHEET. ALTERNATE #4 ALTERNATE #4 SHALL INCLUDE PROVIDING, PLACING, AND COMPACTING THE FILL DIRT NECESSARY TO PROVIDE A UNIFORM 2' DEPTH OVER THE ENTIRE POND. SEE AREA TO BE FILLED ON THIS SHEET AND ALTERNATE GRADES ON SHEET C201. I ALTERNATE #5 ALTERNATE #5 SHALL INCLUDE ALL WORK NECESSARY TO MAKE THE NARROW AREA AT THE WEST END OF THE REFLECTING POND A SKATING 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 SHEEF. �S ALTERNATE #5 ALTERNATE #6 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. �'- ALUMINUM GUARDRAIL TYP. • CAST STONE POOL COPING %r t SEE DETAIL 03/C501. - - - PROPERTY LINE CENTRAL PLAZ L RGEMENT SCALE: 1" = 10'-0" 0 %M%mmm 0 5 10 20 SCALE: 1" = 30'-0" %M%1i"' 0 15 30 60 `o KEY NOTES AQ 8" THICK POURED CONCRETE PAVEMENT. SEE DETAIL 02/C501. © EXPANSION JOINT TYPICAL. SEE DETAIL 02/C502. © CONTROL JOINT TYPICAL. SEE DETAIL 01/C502. DU CONCRETE PAVERS, COLOR #1 AS MANUFACTURED BY PAVESTONE OR APPROVED EQUAL. COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. SEE DETAIL 02/C501. Q 2'-0" WIDE CAST STONE POND COPING WITH ROUNDED EDGE. SECTIONS TO BE 5'-0" LONG. SEE DETAIL 02/C501. F� POND FLOOR TYP. IF ALTERNATE #2 ONLY IS ACCEPTED, THEN BOTTOM TO BE CONCRETE. IF ALTERNATE #3 IS ALSO ACCEPTED, THEN BOTTOM TO BE 45 MIL EPDM LINER. © PAVILION STRUCTURE TYPICAL. (2 TOTAL). SEE SHEETS A201 - A204 FOR CONSTRUCTION. PAVILLIONS TO BE INCLUDED AS ADD ALTERNATE #1 Q POURED CONRETE POND DIVIDING WALL. SEE DETAIL 01 /C102. FOR CONSTRUCTION. I� CONCRETE PAVERS, COLOR #2 AS MANUFACTURED BY PAVESTONE OR APPROVED EQUAL. COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. SEE DETAIL 02/C501. JO TRANSFORMER LOCATION KU EQUIPMENT VAULT (D SAND FILTER PIT (ALTERNATE #3) PAVILION AREA ENLARGEMENT SCALE: 1 " = 10'-0" %?%MEN 0 5 10 20 CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" ' ,.� FOR ALT. 2) PROVIDE EPDXY POND COATING ON 120 30 ALL EXPOS D POND WALLS & FLOORS TYP. -0 2'-8 2'-0" POURED CONCRETE POOL WALL AND CAP. FOR ALTERNATE #2, SEE DETAIL 03/C501. FOR ALTERNATE #3, SEE DETAIL 03/C102, REFLECTING POND SECTION D -D': SCALE: 1/8" = V-0" 832.50 = NORMAL POND ELEVATION ilk GROUT CAP IN PLACE CAST STONE CAP TYP. CONCRETE PAVERS, SEE DETAIL.PROVIDE 1/2" DIA. x 6" SS DOWELS (2 PER STONE) 1 1/2" SAND SETTING BASE. GROUT CAP IN PLACE 4" THICK POURED CONCRETE SLAB 2'-0" /F L. 6 x 6 W1.4 x W1.4 W.W.F. SEE DETAIL ENLARGEMENT FOR LINER CONNECTION. WALK SURFACE = 833.17 >.,a � is'rJ i �_ ,,.r s J;vori✓, Jri?f �' f r'' ✓rdi °.''•.. t .: .. 4 .. 00 ' j , .G F%J:'• id /",C,.,,,✓if' i"• :'.'`' ' .'r,; f ''.r ,1'�✓e G', s •�.' � °WATER LEVEL = 832.50 4 °. oO0 00 O 0000000 20 0000R?"Cb 501� 2'-6" �1-0 0°00 obo°ooo8 °O°� o�O°�#4 24„ O.C. 2-0" 00 Q� 00 00 Q� 00 00 �� 00 0 �0 0 a DOWELS TIE i0 MESH. i I I a°° ° 45 MIL EPDM POND LINER TYP. =1 I = i I -III- � • • 6" STONE BASE I I - -° N 1/2" EXPANSION JOINT W/ -� I ° APPLY SPLICE ADHESIVE TO PREFORMED EJ FILLER. _ °° ALL VERTICAL SURFACES. COMPACTED SUBGRADE -III- ° GEOTEXTILE FABRIC UNDER 8" THICK POURED I I_I a LINER ON POND BOTTOM TYP. CONCRETE POND WALL #4 © 12" O.C. -III- I I -III I I -III I I I -III -I #4 ® 12" O.C. HORIZ. ---� ° 12rr THICK POURED CONCRETE FOOTING-� I- #4 @ 16" O.C. °'° COMPACT SUBGRADE OF POND TO (3) - #5 CONT. . $" `V 85-95% PER STANDARD PROCTOR TEST. REMOVE ALL VEGETATION, ° 2 CLR. DEBRIS AND CLEAN BASSO PROVIDE ROM E tow-`� ° COMPACTION. 1/2" x 6" SS DOWEL TYP. GROUT TYP. ° ° . ,• 4 .10 • ' ' n a O NOTE: BACKER ROD FOR VERTICAL CONTROL JOINTS, 4 4 • � ° ° • a SEE DETAIL 04/C501. 3" CLR CAST STONE CAP t.. POLYEUREfHANE SEALAM ' / 2 -0 45 MIL EPDM LINER CONTRACTOR TO RAKE MORTAR SPLICE ADHESIVE JOINT t2" DEEP. APPLY SPLICE %ADHESIVE TO RAKED JOINT DURING INSTALLATION OF LINERi WATER LEVEL AND ADHERE LINER. CONNECTION/ ENLARGEMENT ALTERNATE POND •I ER ATTACHMENT ro NN 11114*IIF „ TERNATE #3 IS ACCEPTED)ttrlv 1100 c F IF ALTERNATE #2 IS ACCEPTED, THEN POND FLOOR WILL BE CONCRETE. IF ALTERNATE #3 IS ALSO ACCEPTED, THEN POND FLOOR WILL BE A 45 MIL EPDM LINER. CONCRETE PAVER WALKWAY. SEE DETAIL 02/C501. 94'-0" 85-95% COMPACTED SUBGRADE PER STANDARD PROCTOR TEST UNDER ALL POND AREAS. 30'-0" 833.17 = CONCRETE PAVER WALK Rvn c;n = Pr) in Pi nnR 12'-0" ALTERNATE #1 ALTERNATE #1 SHALL INCLUDE ALL WORK NECESSARY TO ADD TWO PAVILLION STRUCTURES TO THE CONTRACTOR'S BID. THE WORK SHALL CONSIST OF THAT NOTED ON THIS BASE PLAN AND ALL WORK ON SHEETS A201- A204. THE CONTRACTOR SHALL GIVE A SEPARATE PRICE FOR EACH INDIVIDUAL PAVILLION. ALTERNATE #2 ALTERNATE #2 SHALL INCLUDE ALL WORK NECESSARY TO MAKE THE REFLECTING POND 2' DEEP WITH A CONCRETE 90TTOM IN ALL AREAS AND ADD A WATER FILTRATION SYSTEM TO THE FOUNTAIN EQUIPMENT SYSTEM. THE WORK SHALL CONSIST OF THAT NOTED ON THIS SHEET AND ON THE ALTERNATE FOUNTAIN EQUIPMENT SHEETS C404 & C405. THE WORK SHALL NOT INCLUDE ADDITIONAL FILL DIRT NECESSARY TO BRING THE POND UP TO A 2' DEPTH IN ALL AREAS. ALTERNATE #3 ALTERNATE #3 SHALL INCLUDE ALL WORK NECESSARY TO REPLACE THE CONCRETE FLOOR OF THE POND DESCRIBED IN ALTERNATE #2 WITH A 45 MIL. EPDM LINER. THE WORK SHALL CONSIST OF ALL MATERIAL AND CONNECTIONS REQUIRED TO PROVIDE AND INSTALL THE LINER PER THE PLANS & DETAILS ON THIS SHEET. ALTERNATE #4 ALTERNATE #4 SHALL INCLUDE PROVIDING, PLACING, AND COMPACTING THE FILL DIRT NECESSARY TO PROVIDE A UNIFORM 2' DEPTH OVER THE ENTIRE POND. SEE AREA TO BE FILLED ON THIS SHEET AND ALTERNATE GRADES ON SHEET C201. I ALTERNATE #5 ALTERNATE #5 SHALL INCLUDE ALL WORK NECESSARY TO MAKE THE NARROW AREA AT THE WEST END OF THE REFLECTING POND A SKATING 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 SHEEF. �S ALTERNATE #5 ALTERNATE #6 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. DIVIDING WALL GUARDRAIL DETAIL SCALE: NTS (ALTERNATE #4) POURED CONCRETE �'- ALUMINUM GUARDRAIL TYP. Checked By O FOR ALTERNATE #2, SEE DETAIL 03/C501. I PROVIDE EPDXY POOL COATING ON ALL FOR ALTERNATE #3, " EXPOSED WALL & FLOOR SURFACES. POND FLOOR. 832.50 00 3" NORMAL POND ELEVATION #3 IS ACCEPTED, SEE 4.I -C WELL -COMPACTED SUBGRADE UNDER ALL POND BASINS TYP. ADDITIONAL NOTE (IF ALTERNATE #2 ACCEPTED): DON'T DIG BLIND' 8" THICK POURED a__•°� CORE DRILL FOR POSTS AS REQUIRED. CONCRETE WALL ;4 2" CLR. 04 EXPANSION MATERIAL TYP. 00 ° ° #4 @ 12" O.C. HORIZ. FORMED REVEAL TYP. ALL EXPOSED POND BASIN WALLS AND FLOORS. POURED CONCRETE POND FLOOR. SEE 830.83 = DRAINED LEVEL DETAIL 03/C501. 830.50 = POND FLOOR 1*¢ a' '. 830.50 = POND FLOOR Before You Dig. WATERSTOP CONTIN. 10"1 #4 DOWEL ® 24" O.C. ° = 111 EXPANSION JOINT TYPICAL 00 a:#4 @ 12" O.C. VERT. WELL -COMPACTED SUBGRADE °e 12" THICK POURED ° I I CONCRETE FOOTING o 4 • ° a .-1 WALL TO BE INSTALLED ONLY IF ° e . 4 . 4 ° I I- ALTERNATE #4 IS ACCEPTED. (3) - #5 CONT. a ° ' ° 4e II II Ir ri t� It It ii ti it It it i� it Ir 11 tr n t1 it tLJ) tLJt LJ LJ 00 I .� 3"', CLIA. #4 © 16" O.C. 2'-0" -iil- CONCRETE POND DIVIDING WALL ro -i SCALE: NTS (ALTERNATE #411 C1 02 1 1/4" O.D. ALUMINUM HANDRAIL TYP. ZZ�� DIVIDING WALL GUARDRAIL DETAIL SCALE: NTS (ALTERNATE #4) POURED CONCRETE - o Checked By 12-17-01 FOR ALTERNATE #2, SEE DETAIL 03/C501. FOR ALTERNATE #3, SEE DETAIL 03/Cl02. POND FLOOR. r�400 ACCEPTED, SEE DETAIL 03/C501 & 03/C102. r- IF ALTERNATE #3 IS ACCEPTED, SEE DETAIL 03/C102. -C WELL -COMPACTED SUBGRADE UNDER ALL POND BASINS TYP. ADDITIONAL NOTE (IF ALTERNATE #2 ACCEPTED): DON'T DIG BLIND' �40 PROVIDE ONE COAT OF PDXOPRIMEII PRIMER AND 'IT'CJ. TIME LAW* 04 TWO COATS OF PDXOLON EPDXY POOL COATING ON ALL EXPOSED POND BASIN WALLS AND FLOORS. o r;"ao C 102 COLOR TO BE BLACK. 2 Working Days Before You Dig. CT II II Ir ri t� It It ii ti it It it i� it Ir 11 tr n t1 it tLJ) tLJt LJ LJ 00 I II It It ti it t1 U TOP OFND DIVIDING WALL. SEE DETAIL 01 POC102. / 11 I 1� it it ti it tL�t tl t PROVIDE CAPS FOR SLEEVES WHENJ GUARDRAIL IS NOT IN USE. LJ CORE DRILL SLEEVES IN TOP OF WALL TYP. ,,,,,-FLOOR OF POND BASIN. DIVIDING WALL GUARDRAIL DETAIL SCALE: NTS (ALTERNATE #4) POURED CONCRETE POOL WALL AND CAP. Checked By 12-17-01 FOR ALTERNATE #2, SEE DETAIL 03/C501. FOR ALTERNATE #3, SEE DETAIL 03/Cl02. POND FLOOR. IF ALTERNATE #2 IS ACCEPTED, SEE DETAIL 03/C501 & 03/C102. r- IF ALTERNATE #3 IS ACCEPTED, SEE DETAIL 03/C102. -C WELL -COMPACTED SUBGRADE UNDER ALL POND BASINS TYP. ADDITIONAL NOTE (IF ALTERNATE #2 ACCEPTED): DON'T DIG BLIND' PROVIDE ONE COAT OF PDXOPRIMEII PRIMER AND 'IT'CJ. TIME LAW* 04 TWO COATS OF PDXOLON EPDXY POOL COATING ON ALL EXPOSED POND BASIN WALLS AND FLOORS. www umexuouw ncorrcTm cell1-5oo-352-5544 C 102 COLOR TO BE BLACK. 2 Working Days Before You Dig. !CSO 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 Scope Drawings: These drawings indicate the gem,rol scope of the project In terms of architectural design concept, the dimensions of the building• the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope Indicated or describes the trade contractors shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: SITE LAYOUT ALTERNATES Issue Description: Bids & Construction Issue Date Drawn By Checked By 12-17-01 KTF KTF 11 Certified By: Drawing Number: 0102 Project Number: 20507 5 3.50 }3.80 ' --,133.30 / I' a co 34.45 -INV.831 JO INv.833.10 834.5 w x 39 a�1.55 FFGE ± 34.30 x 333.35 x 833,22 J 833.15 �L�IMLT_S OF CONS - 833.15 -' 34.35 HP 1833.35 STRUCTURE #1 (INLET) SEE DETAIL 1O/C502, RIM= 832.95 INV. E= 830.80 MATCH SIDEWALK (BY OTHERS 33.25, TYP. �-14�1u..S31�a_ 83 834- INV.631.80 i VERIFY M E - 833.42 (VERIFY Co INV -832.50 X 8 7 833.35 �\IX831.77 833.35 I X 833,24 =E : 35.0 - 25 'G = 34.50 X8 3,j_-�, TYP. I NV.831.75 x83)..0,18 2 4I.E. 830.50 LK ,'RLE. 50J 833.17 WALK 830.50 PF __J /26 LF 12" ROOF : 17 WALK DRAIN ® 0.5% 50 PF 17 WALK 831.33 TF x 829.92 LQJ PF SII, LF\1ROOF DRAIN 0 2" .5% tLK I.E. 830.50 833.17 WALK\ 830.50 PF I.E. 830.50 12 LF OF 8" PVC / Y ® 1.0% / MA ERT AT I PROPERTY LINE +/-830.68 (FIELD -VE ) IN .a o -� .5.5. 833.35 4 RMI a6J 833.1 -, 830.5( 830,06 x R.*?n4 •�- - - I 833.35 STRUCTURE #2 (INLET) X8 ,�F,,DETRIM =83IL 2 0 5 \]\ INV. E= 830.80 Y 8 ,os $�o 83 833.17 WALK�- WALK 833.17 WALK 830.50 PFV_MPF x x 829.80 g 830.50 PF 830,0 829.42 - - --- 829. 8 __ ___ _ - `829,71 .- - _- ^ 829,76 x 9 r - ____-- ----- - - - - - - - 82. b2 _ -•� _.._g•�- - x 829,39 8 x9, c - - - - - _8 826- - -- - -825,61 29,E 825 -�� 8 948 ---x-8-2 3 8 g-- - �P fl 8 3 ., qr ' 8'38 `X 82986 8 .3 823.99 822.50 PF (IF ALTERNATE #2 IS ACCEPTED) 830.50 LN 1 SOF 830.50 (IF ALTERNATE #2 IS ACCEPTED) TF 831.33 PFI) oo 11 CIO I ,N NORMAL-. POOL WATER LEVEL = 832.50 '� inv- 826.51 N X 21�„ 8 3.79 t` a ' (metal endsection) 2 ix 829.82 6 L 2' �OOF 822,50 PF N TF 831.33 . % PF 822.50 31 . ' 23.94 I 830.50 (IF ALTERNATE #2 IS ACCEPTED) (IF ALTERNATE #2 IS ACCEPTED) 830.50 I II 1 f i 30a50 F� 829,71 _82/6- -827 .8` 827- 82 86 828.8. -�28= -- -_ _--�__- _--- _` - x 8297 6 X 8' 9.41 - _ _ x 82962 829- ---X 829,76 "`86 - - 829. -Y x 82.9,75 J - - - 3.17 WALK x 833.35 8833_.1307 PWFALK 3 .17 WALK 830.50 PF ---- - MAT 12" INVERT AT - -`- 830- -- --_ _ �- --` ---��,_ 5 PRO ER LINE I ' 30, ' +/- 30�8,(FIELD VERIFY x 5- X P I-- �; - - - - 833.15 J PROPOSED CONTOUR 820 EXISTING SPOT ELEVATION ��' �� EXISTING CONTOUR 820 STRUCTURE #3 INLET STRUCTURE #4 IN STRUCTURE #5 IN __M/E 83`3: TOP OF FOUNTAIN PEDESTAL TF TOP OF WALL TW SEE DETAIL 10 C502. RIM= 832.15 SEE DETAIL 10/%, SEE DETAIL 10/C502. STRUCTURE 6 MANHOLE TO CLEARING & EARTHWORK CONSTRUCTION LIMIT LINE - - - INV. E= 829.12 RIM= 832.15 INV. W= 828.52 j RIM= 832.15 INV. W= 827.87 SEE DETAIL 09/C502 34, tP-- 34.0 LO WEEKLY OR AFTER STORM EVENTS AS NEEDED - _x BR -;-1R x 833.17 INV. E= 828.47 INV. E= 827.82 RIM= 833.05 INV. W= 827.45 i I IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL ROUGH GRADING VEGETATION AS MUCH AS POSSIBLE. STONE FILTER INLET PROTECTION T HE LOCAL OR CITY REQUIREMENTS. 120 LF OF 8" x 833.13 x 832,95 x 8' 37 `' INV. S= 827.40< 832.63 / REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 52 INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4" TOPSIL STRIPPING & STOCKPILE_ STRUCTURE A8 MANHOLE RIPRAP OUTFALL PROTECTION PVC L ®0.5% - 120 LF OF 8" PVC ® 0.5% - 73 LF OF 8" PVC ® 0.5% - - --- - 4. 831,98 \ x 8360 FIFE 35.50 FG _ 35.0 -- -=- -- 1 ?0/ TEMPORARY SEEDING I -34`� x 833.06832,56 0 � THE PAVEMENT IS INSTALLED. �- �' h' AS NEEDED - 9 IN INV. W= 827.45 10. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES 3, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, UPSTREAM DRAINAGE AREAS ARE E. H 35.05 ` - - -- \\ � 1'� -41,,x-36-20 o° w X 839,88 Y 8 ,os $�o 83 833.17 WALK�- WALK 833.17 WALK 830.50 PFV_MPF x x 829.80 g 830.50 PF 830,0 829.42 - - --- 829. 8 __ ___ _ - `829,71 .- - _- ^ 829,76 x 9 r - ____-- ----- - - - - - - - 82. b2 _ -•� _.._g•�- - x 829,39 8 x9, c - - - - - _8 826- - -- - -825,61 29,E 825 -�� 8 948 ---x-8-2 3 8 g-- - �P fl 8 3 ., qr ' 8'38 `X 82986 8 .3 823.99 822.50 PF (IF ALTERNATE #2 IS ACCEPTED) 830.50 LN 1 SOF 830.50 (IF ALTERNATE #2 IS ACCEPTED) TF 831.33 PFI) oo 11 CIO I ,N NORMAL-. POOL WATER LEVEL = 832.50 '� inv- 826.51 N X 21�„ 8 3.79 t` a ' (metal endsection) 2 ix 829.82 6 L 2' �OOF 822,50 PF N TF 831.33 . % PF 822.50 31 . ' 23.94 I 830.50 (IF ALTERNATE #2 IS ACCEPTED) (IF ALTERNATE #2 IS ACCEPTED) 830.50 I II 1 f i 30a50 F� 829,71 _82/6- -827 .8` 827- 82 86 828.8. -�28= -- -_ _--�__- _--- _` - x 8297 6 X 8' 9.41 - _ _ x 82962 829- ---X 829,76 "`86 - - 829. -Y x 82.9,75 J - - - 3.17 WALK x 833.35 8833_.1307 PWFALK 3 .17 WALK 830.50 PF ---- - MAT 12" INVERT AT - -`- 830- -- --_ _ �- --` ---��,_ 5 PRO ER LINE I ' 30, ' +/- 30�8,(FIELD VERIFY x 5- X P I-- �; - - - - 833.15 J PROPOSED CONTOUR 820 EXISTING SPOT ELEVATION ��' �� EXISTING CONTOUR 820 WALK ELEVATION WALK POND FLOOR __M/E 83`3: TOP OF FOUNTAIN PEDESTAL TF TOP OF WALL TW r \� F8 3-3. INV.833.10-\ X 837.08 PROPOSED STORM SEWER TO CLEARING & EARTHWORK CONSTRUCTION LIMIT LINE - - - INV.831-55 X 838.24 _-eco co xRV5 o 34.2 34, tP-- 34.0 LO WEEKLY OR AFTER STORM EVENTS AS NEEDED 3 3. 7 --�-, c9� A 34.80 ROUGH GRADING LF OF 8" PVC INV.831.70 I IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL ROUGH GRADING VEGETATION AS MUCH AS POSSIBLE. STONE FILTER INLET PROTECTION T HE LOCAL OR CITY REQUIREMENTS. @ 0.5% ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL , L PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS. TOPSOIL STOCKPILE TEMPORARY SEEDING REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 52 INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4" TOPSIL STRIPPING & STOCKPILE_ STRUCTURE A8 MANHOLE RIPRAP OUTFALL PROTECTION DIAMETER CORRUGATED PLASTIC PIPE PER THE LENGTH STORM EVENTS AS NEEDED IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW - --- - INDICATED ON PLANS. SLOPE PIPE AND TRENCH AT SAME 1> r SEE DETAIL 09/C502-832,30 FIFE 35.50 FG _ 35.0 -- -=- -- 1 ?0/ TEMPORARY SEEDING I -34`� x 833,11 STRUCTURE x 833.06832,56 0 � THE PAVEMENT IS INSTALLED. �- �' h' AS NEEDED - 9 IN INV. W= 827.45 10. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES ry MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, UPSTREAM DRAINAGE AREAS ARE E. H 35.05 ` - - -- \\ � 1'� -41,,x-36-20 o° w X 839,88 PROPOSED SPOT ELEVATION 848.00 PROPOSED CONTOUR 820 EXISTING SPOT ELEVATION 820.00 EXISTING CONTOUR 820 WALK ELEVATION WALK POND FLOOR PF TOP OF FOUNTAIN PEDESTAL TF TOP OF WALL TW FLOW PATH \� STORM INLET OR MANHOLE ■ PROPOSED STORM SEWER TO CLEARING & EARTHWORK CONSTRUCTION LIMIT LINE - - - 000.J2 833.05 HP 833.35 86's'� 33.05)HP X833-:31 \ x 834,55 x 833.51 LIMITS OF CONS (TION 120 LF OF 8" PVC 120 LF OF 8" PVC \ ®0.5% ®0.5% x 833,38 x8. 4.40 8 5 --� x 83I6 \� x 833,03 x 833.25 x, 83,40 \\ x 1__-a3a UCTLRE = `. LET STRUCTURE #10 INLET �--� ,831`SE-F--DETa;,'10.. 9-33.37 SEE DETAIL 10/C502. 838-R1 RIM= 832.15 INV. E= 828.47 --�� .833.68 x 835.70b4i 517E GRADING/EROSION CONTROL PLAN � SCALE: 1" = 30'-0" � O INLET PROTECTION EROSION CONTROL AROUND STRUCTURE. SEE DETAILS 07/C502. SF - SILT FENCING (SEDIMENT FENCE). SEE DETAIL 1 1/C502. GL GRADING LIMITS 0 0000000 0 0 O 0000°00o0 Cc 0oo0000000° TEMPORARY GRAVEL ENTRANCE. 2 000000000000 SEE DETAIL 06/C502. ® r, SOIL TYPE, BROOKSTON SILTY CLAY LOAM ® SEE SHEET C100 FOR SOILS MAP. �/ x ? I 1160 x 83F_01 x 822.87 x 832.82 120 LF OF 8" PVC �// ® 0.5% `b ea, ' LX. Jill I1'111 II for 83188 inv. N 825 97 inv. E inv. S� 826 98 1911 Ix 832,74e43�-_ - ---- -- __-`x_ D2,1 1 ST UeTME - F�ANHO ---831- - __ -- -- LL x 8 3 x 32 5E DETAIL t 502__-- 8230 32,68 '`RIM= g.�30 �JNV N= $26.SII__- - -828-- 55 W. -S`=-_132_6.80 x 826,53 k 8 ' 7 % 831.70 T 2 pCp - - IN 82i15�8Z�0 x 8 6 4 °c J° x 826, 4, inv. 826.11 p ° (metol endsection) 4>� M, 40 l�F 1r PVC inv. 826.34 3,1� 01.5 " (metol endsection) u� METAL END SECTION CIO INV.= 826.50 1110 x ' 26.69 x 826,10 ca ` � �� -< 826.13 'P ID 31,86 cCtIN _ �i��o 00 if9a ` --�, " tN 12b LF OF 8" PVC i8L5 �T O j 0.5% z I � I x 827.15 x 8;_6IS0 Uf6 ;< 827,11 CONNECT TO ATE ! IN P x 3 7 x 827.22 _ x 826.78 CITY ;08 X ----8298781 - - BOR r�L�ID-JK; TR LINE x�8��^, 3 �-- --- - __831- 830- t 1! r` nE�.�TREEYTO� �' , �r�N I - _---yyATER- MAIN:-- x APPROVED 2" VALVE ANDS-�x 831,79 x 831.75 BACKFLOW PREVENTERMETER"PIDTUAL WATER E.114_L 1, �► x2 2332,56 2tiV 2�"W ?n"IAI" y2 95 Cr p,� . 2" GATE VAL E HP 833.05 0 15 30 12. 60 EROSION CONTROLNOTES: INSTALLATION/REMOVAL SEQUENCE STONE ENTRANCE s zzf 8. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED N WEEKLY OR AFTER O PRIOR PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING RATE OF TWO IONS PER ACRE OR 100 POUNDS PER WEEKLY OR AS NEEDED AGENCIES, WHICHEVER HAS JURISDICTION. TO CLEARING & EARTHWORK 1,000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE STORM EVENTS AS NEEDED WITH A DISC -TYPE ANCHORING TOOL AND OR APPROVED TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH '73 ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, LO WEEKLY OR AFTER STORM EVENTS AS NEEDED EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL ROUGH GRADING (HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED LF OF 8" PVC TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL I IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL ROUGH GRADING VEGETATION AS MUCH AS POSSIBLE. STONE FILTER INLET PROTECTION T HE LOCAL OR CITY REQUIREMENTS. @ 0.5% ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL , L PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS. TOPSOIL STOCKPILE TEMPORARY SEEDING REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 52 INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4" TOPSIL STRIPPING & STOCKPILE_ STRUCTURE A8 MANHOLE RIPRAP OUTFALL PROTECTION DIAMETER CORRUGATED PLASTIC PIPE PER THE LENGTH STORM EVENTS AS NEEDED IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW ROUGH GRADING INDICATED ON PLANS. SLOPE PIPE AND TRENCH AT SAME \832,80RIM= SEE DETAIL 09/C502-832,30 832.30 1 a .66 `� `51 TEMPORARY SEEDING PROTECTED FROM DAMAGE DURING CONSTRUCTION BEFORE x 833,11 STRUCTURE x 833.06832,56 0 � THE PAVEMENT IS INSTALLED. �- �' h' AS NEEDED - 9 IN INV. W= 827.45 10. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES ry MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, UPSTREAM DRAINAGE AREAS ARE E. SEE DETAIL 10 (502. INV. S= 827.40 � ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALL - o° w TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND REMOVAL OF TREE PROTECTION ATION AS SHOWN. RIM= X32.15) THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE ADJACENT AREAS ARE PERMANENT SEEDED. REMOVAL OF STONE FILTER INLET PROTECTION. VERIFY THIS IS NO EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR 11. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER INV. W= 88g7.87 WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE VERIFY THIS IS NO FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND - AFTER THAT M M MAY HAVE OCCURRED. STABILIZED In INV. E= 82X82 LONGER REQUIRED � AND VERIFICATION. 5, FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL . DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN, 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO r EROSION CONTROL PLAN AND OR GRADING/DRAINAGE PLAN. IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS 6. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT THE CONTRACTOR MUST CLEAN OR PICK UP SHALL BE USED AS INDICATED ON PLANS. IF LOCAL ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES UTILITY LOCATION COMPANY PRIOR TO THE START OF AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO AIRBORNE DUST DURING THE ENTIRE CONSTRUCTIONSCHEDULE. CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. BY THE UTILITY CONTRACTOR OR CONTRACTORS OR EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR 7. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE x 332.75 /832,3 x t3 31. NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. EROSION CONTROL 0 15 30 12. 60 EROSION CONTROLNOTES: INSTALLATION/REMOVAL SEQUENCE STONE ENTRANCE 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL 8. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED CONFORM TO THE STANDARDS, SPECIFICATIONS AND WEEKLY OR AFTER WITH UNWEATHERED STRAW SPREAD UNIFORMLY AT THE PRIOR PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING RATE OF TWO IONS PER ACRE OR 100 POUNDS PER WEEKLY OR AS NEEDED AGENCIES, WHICHEVER HAS JURISDICTION. TO CLEARING & EARTHWORK 1,000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE STORM EVENTS AS NEEDED WITH A DISC -TYPE ANCHORING TOOL AND OR APPROVED TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH TO CLEARING & EARTHWORK ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, RIPRAP DAM SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL ROUGH GRADING (HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED STRAW BALE INLET SEDIMENT FILTER TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL STORM EVENTS AS NEEDED IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL ROUGH GRADING VEGETATION AS MUCH AS POSSIBLE. STONE FILTER INLET PROTECTION T HE LOCAL OR CITY REQUIREMENTS. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL 9• PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS. TOPSOIL STOCKPILE TEMPORARY SEEDING REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 52 INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4" TOPSIL STRIPPING & STOCKPILE_ ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY RIPRAP OUTFALL PROTECTION DIAMETER CORRUGATED PLASTIC PIPE PER THE LENGTH STORM EVENTS AS NEEDED IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW ROUGH GRADING INDICATED ON PLANS. SLOPE PIPE AND TRENCH AT SAME EROSION CONTROL MATTING PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE SLOPE AS THE SUBGRADE. UNDERDRAIN PIPES SHALL BE FINISH GRADING AND PERMANENT MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE TEMPORARY SEEDING PROTECTED FROM DAMAGE DURING CONSTRUCTION BEFORE IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY FINISH GRADING THE PAVEMENT IS INSTALLED. PERMANENT SEEDING REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. AS NEEDED AFTER FINISH GRADING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, 10. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES LONGER REQUIRED MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, UPSTREAM DRAINAGE AREAS ARE ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF STRAW BALE INLET PROTECTION CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN LONGER REQUIRED ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALL - UPSTREAM DRAINAGE AREAS ARE TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND REMOVAL OF TREE PROTECTION ATION AS SHOWN. LONGER REQUIRED THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE ADJACENT AREAS ARE PERMANENT SEEDED. REMOVAL OF STONE FILTER INLET PROTECTION. VERIFY THIS IS NO EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR 11. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER COUNTY, CITY OR LOCAL AGENCIES. WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE VERIFY THIS IS NO FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND - AFTER THAT M M MAY HAVE OCCURRED. STABILIZED SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION VERIFY THIS IS NO LONGER REQUIRED AFTER AND VERIFICATION. 5, FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN, 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC EROSION CONTROL PLAN AND OR GRADING/DRAINAGE PLAN. IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS 6. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT THE CONTRACTOR MUST CLEAN OR PICK UP SHALL BE USED AS INDICATED ON PLANS. IF LOCAL ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES UTILITY LOCATION COMPANY PRIOR TO THE START OF AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO AIRBORNE DUST DURING THE ENTIRE CONSTRUCTIONSCHEDULE. CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. BY THE UTILITY CONTRACTOR OR CONTRACTORS OR EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR 7. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING THE LOCATION AND SIZE OF THESE UTILITIES MAYBE PROMPTLY. BEFORE CONSTRUCTION IS TO START TO VERIFY ANY AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, APPROXIMATE. THIS INFORMATION WAS GATHERED OR UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE 12. EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION/REMOVAL SEQUENCE STONE ENTRANCE AS REQUIRED V. W) 8 PRIOR TO CLEARING & EARTHWORK OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED SILT FENCE WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK TREE PROTECTION FENCING WEEKLY OR AS NEEDED PRIOR TO CLEARING & EARTHWORK EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK RIPRAP DAM SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING C1. STONE FILTER INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER PAVING TOPSOIL STOCKPILE TEMPORARY SEEDING WATER AS NEEDED 52 AFTER TOPSIL STRIPPING & STOCKPILE_ 3. RIPRAP OUTFALL PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING �� EROSION CONTROL MATTING WATER AS NEEDED STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE AFTER FINISH GRADING AND PERMANENT SEEDING TEMPORARY SEEDING WATER AS NEEDED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY AFTER FINISH GRADING PERMANENT SEEDING WATER AND MULCH AS NEEDED AFTER FINISH GRADING. REMOVAL OF RIPRAP DAMS VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF STRAW BALE INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF TREE PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER ADJACENT AREAS ARE PERMANENT SEEDED. REMOVAL OF STONE FILTER INLET PROTECTION. VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM LOTS ARE STABILIZED COUNTY, CITY OR LOCAL AGENCIES. REMOVAL OF SILT FENCE VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF TEMPORARY CMP SEDIMENT RISER VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED INSTALLATION SEQUENCE 1. INSTALL SOIL EROSION FENCES, STONE ENTRANCES, TREE PROTECTION, AND EXISTING INLET PROTECTION, 2. SITE GRADING AND TERMPORARY SEEDING 3. INSTALL UNDERGROUND UTILITIES AND INLET PROTECTION DEVICES 4. PARKING LOT CONSTRUCTION 5. FINAL GRADING, TOPSOIL AND PERMANENT SEEDING 6. REMOVE TEMPORARY SOIL EROSION MEASURES TEMPORARY SEEDING MARCH 1 TO MAY 15: OATS © 3 BUSHELS/ACRE APRIL 1 TO AUGUST 30: ANNUAL RYEGRASS ® 2 BUSHELS/ACRE JULY 20 TO OCTOBER 15: WHEAT @ 2 BUSHELS/ACRE PROVIDE IRRIGATION FOR TEMPORARY SEEDING FROM JUNE 1 THRU AUGUST 31. li �1 ilet 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON - �Stm. r (gutte 83.0 II V. W) 8 7.25 OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED v. �E) 8 .25 UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- 11.1 TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED 1D PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN - LU OUT PONDING WATER. THE PAVING CONTRACTOR SHALL tf � TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY CATIONS. FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND r MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR C1. OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR NECESSARY. MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. RMI 52 IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON - 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR 37.45107 \ �� AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE I FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY f TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED lc ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE 32 AND HOW IT MAY EFFECT THIS PROJECT AND IT'S PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR OWNER AS TO THEIR FUTURE RESPONSIBILITIES. Ex. St SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- tx. o for 831 ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE inv. (N 826140 I inv. S 8275 i l) Stm. (putt ADDITIONAL NOTE THE CONTRACTOR SHALL ALLOT",' FOR 12" - 18" OF UNDERCUTTING IN THE POND BASIN TO ELIMINATE UNSUITABLE SOILS AND PROVIDE A PROPER BASE FOR COMPACTION. IN ADDITION, A UNIT PRICE SHOULD BE PROVIDED FOR SOIL REMOVAL, AS ADDITIONAL SOIL REMOVAL MAY BE REQUIRED. GRADING/DRAINAGE NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON - KTF FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY SCAPE PLAN AND OR EROSION CONTROL PLAN FOR OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED DIRECTION AND VERIFICATION. UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN - OUT PONDING WATER. THE PAVING CONTRACTOR SHALL LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY CATIONS. FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR NECESSARY. MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON - 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE AND HOW IT MAY EFFECT THIS PROJECT AND IT'S PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR OWNER AS TO THEIR FUTURE RESPONSIBILITIES. SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN IMMEDIATELY FOR INSTRUCTIONS. TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS ORSIDEWALKS. OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND THE CONTRACTOR MUST CLEAN OR PICK UP UTILITY LOCATION COMPANY PRIOR TO THE START OF DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS AIRBORNE DUST DURING THE ENTIRE CONSTRUCTIONSCHEDULE. BY THE UTILITY CONTRACTOR OR CONTRACTORS OR WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS THE LOCATION AND SIZE OF THESE UTILITIES MAYBE BEFORE CONSTRUCTION IS TO START TO VERIFY ANY APPROXIMATE. THIS INFORMATION WAS GATHERED OR UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS EXCAVATION. THAT SEEDED AREA. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL THEMSELVES WITH THE SOIL CONDITIONS. SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 19. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF ELEVATION. PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PRECAUTIONARY STEPS MUST BE TAKEN DURING THE EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR DAMAGE. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES; OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. WIPING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE F PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, , MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND w_ BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS 'DON'T DIG BLIND' REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. "IT'S T�tF LAW - lwm. uo rxorccnoa suwcc. - Gall 1-500-382-5544 2 Working Days Before You Dig. CSO 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 Scope Drawings: These drawings indicate the general acopo of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or describe, the trade contractors shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Reflecting Pond . City Center Drive & 3rd Avenue Carmel, IN Drawing Title: GRADING & DRAINAGE PLAN Issue Description: Bids & Construction Issue Date Drawn By Checked By 12-17-01 KTF KTF Certified By: Drawing Number: C201 Project Number: 20507 00 :jagwnN 10000 L 0 'jw :aegwnN 6upheja JA AN 10-LK1 .8 P940040 L8 meja ales anssl uoijonJiSUOc) 12 Sp!El :uotlduosaQ anssi dId osaN 1 :e111i 6ulfaeja N1 '1GWJ83 enusAd pig 3s BAIJa JGJu93 A113 Jejuac) Apo JGWJ83 :1*010M •�JOM aql jo uogajdwoD PUD uognoaxa Jadad ql Jot paJ!nbaJ swal! 110 gs!wn; pogs sJoIDDJluoo DpDJl agi aq Josap Jo pal.1pu! adoos 10Jau06 941 to s!soq aql up 'loDJluo3 aql to sluawagnbaJ e41 to Ualo dwoo PUD eoUDwJoped pnj JDJ peJmbeJ voM pD aquosap JD 74DD!pu! ,Cluoseaoau lou op 66u!MDip aq1 •swlo alsAs �o3ua!a puD 'Ioo!uogoaw yoJnlowls }o W4 aql puo sluawala jwnloallpiD Jofow aql 'Buippnq aql o suo!suaw!p 941 'ldaouoa u6!sap jCUnloaj!gDJD Lo suual ul oafoJd egl 10 adoos IDJDUe6 eg1 aloo!pu! 86UIMDJp eeagl :s6upneia adoos t00Z L46iAdo0® L960,vLs'LLE XVd 008L'8b81te 0VZ9P euelpul '9110deue1pul OOZ e11nS 1e94S 4196 1983 08Z GOW0 eleid .ioo Buihiung pual empGROW adaospual siouajul 6uiaaaw6u3 aan}oaRON •614 nod, a.Jolag ,Aea 6uIj-joM Z btiSS-Z9£-008-i Ilo3 •� •»uus wuviou ononrnun vHvau Mbi 1pi . 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Report any - damage found to the freight carrier and The Fountain People, Inc. immediately. If vault is free of damage, proceed with installation. If equipment vault is not to be installed immediately, store in a covered area safe from flooding. If a sand filter is used, filtration sand must be provided and installed by others. Excavation Excavate as required and pour a flat ballast slab of size indicated on the drawing. Ballast slab should be reinforced with grid using #4 re -bar on 12" centers. Stainless steel anchor hooks should be tied to the reinforcing grid and located as detailed. Installing the Vault in the Excavation Rig vault with stropp, taking care not to damage housing or piping connections. Do not use chains or cables to rig vault. Lower vault onto the ballast slab and secure using the stainless steel hardware provided. If the vault is to be secured with cables, loop the stainless steel anchor cables (provided) around slab anchor hooks and through the tie -down lugs on vault. Secure cables with the connection hardware provided. Remove slack from the cables then tighten the cable clamps to the torque rating indicated on the thimble tag provided. Do not over -tighten the cables. Safeguarding the Vault If the vault is equipped with forced air ventilation, sump pumps, or gravity drains, these must be connected and made operational immediately. Do not allow excavation to fill with water, as this water will enter the vault through open connections and overwhelm the sump pump or drain. Connecting the Vault Connect all piping and conduit, as required. to connections provided on vault exterior. Do not externally load the vault connections or allow the connections to support the weight of the connected piping. If the piping is not supported property, soil settling can result in excessive loading on the piping. This can result in broken piping and misaligned connections in the vault. Wiring the Vault Conduit wiring must be sealed to prevent water from entering the vault through the conduit. Pressure Testing the Connections Pressure test all piping connected to vault to insure there are no leaks. All equipment and piping within vault has been factory pressure tested. Do not exceed 30 PSI in pressure testing any piping connected to vault. Ventilation Connections If external vent piping is requirad, route it with as few bends as possible to a location safe from flooding. Length of vent piping should be as short as possible and should not exceed 20'-0". If a longer piping length is necessary. contact The Fountain People, Inc. Vent caps, if used, should be installed on ends of vent piping immediately to prevent rain or debris from entering the vent piping. Backfilling When backfilling, protect open ends of all piping to prevent backfill material from entering the piping system. Backfill material should be a rounded gravel or crushed stone (3/4" Max. and less than 5% fines). There should be at least 2'-0" of backfill material on all sides of vault between the vault and the surrounding earth. The top of the access hatch should be above finished grade (as indicated on the drawing) and located in an area that is safe from flooding. DO NOT USE SAND OR DIRT FOR BACKFILL If the surrounding earth has poor drainage provide some means for water to drain away from the vault. FAILURE TO FOLLOW ALL THE ABOVE PROCEDURES COULD RESULT IN SERIOUS DAMAGE TO THE EQUIPMENT AND WILL VOID THE WARRANTY ON THIS PRODUCT. For any questions concer^ing these installation instructions or the installation of the vault system please contact The Fountain People, Inc. at (512) 392-1155. 0 0 am 10'-0" 2'-0" MIN BACKFILL) r -FRP ACCESS HATCH TOUNTAIN EQUIPMENT VAULT INFORMATION SCALE: NOT TO SCALE 1VIECHANICAL INSTALLATION NOTES. 1. PIPING LOCATED WITHIN A POOL BASIN, AND STUB -UPS THROUGH A POOL FLOOR OR WALLS OF A BASIN, SHALL BE OF A RED BRASS PIPE OF TYPE K COPPER TUBING OF FULL HARD TEMPER. 2. INSTALLER SHALL SUPPLY WATERSTOP PROTECTION FOR PIPING PENETRATING POOL FLOOR OR WALLS AND FOR FITTINGS CAST THEREIN. 3. INTERCONNECTING PIPE AND FITTINGS BETWEEN THE POOL BASIN AND THE PUMP EQUIPMENT ROOM SHALL BE OF COPPER, PVC, OR FIBERGLASS, AS NOTED IN THE SPECIFICATIONS. 4. PRESSURIZED CITY WATER LINES SUPPLYING THE WATER FEATURE SYSTEM SHALL BE OF COPPER AND SHALL BE PROTECTED BY A BACKFLOW PREVENTION DEVICE AND PRESSURE REDUCTION VALVE SET AT 50 PSI MAXIMUM. 5. PIPING RUNS SHALL BE MADE AS DIRECT AS POSSIBLE USING THE MINIMUM NUMBER OF FITTINIS. PIPE SHALL SLOPE TO THE PUMP FOR DRAINAGE AND SHALL BE FREE FO AIR TRAPS OR LOOPS, WHICH COULD TRAP WATER OR AIR. 6. PUMP SUCTION INTAKE AND SUCTION PIPING SHALL BE ROUTED TO AN ELEVATION BELOW THE WATER LEVEL OF THE LOWEST BASIN SO THAT BOTH THE PUMP AND THE SUCTION PIPING ARE COMPLETELY FLOODED WHEN THE WATER FEATURE IS FILLED. 7. PIPING SHALL BE PRESSURED TESTED PRIOR TO BACK -FILLING AS NOTED IN THE SPECIFICATIONS, AND SHALL BE BURIED AND SUPPORTED AS NOTED IN THE SPECIFICATIONS. 8. INSTALLER SHALL PROVIDE DRAINAGE AND VENTILATION IN THE PUMP ROOM IN ORDER TO PREVENT FLOODING, CONDENSATION, OR OVERHEATING OF EQUIPMENT, AS NOTED IN THE SPECIFICATIONS. 9. THIS INSTALLATION SHALL COMPLY WITH LOCAL PLUMBING CODES. .a 0 15 30 60 AST SLAB FINISHED GRADE VENT CAPS (FURNISHED) t • I z.k �i GRAVEL OR CRUSHED STONE STAINLESS STEEL ° ANCHOR CABLES (FURNISHED) .. 9AT1C WATER LEVEL a.. (LOWEST BASIN) z o 0 o . FiI I r d lir STAINLESS STEEL -ANCHOR HOOKS (FURNISHED) 4 ELECTRICAL INSTALLATION NOTES. NOT ALL SYMBOLS ARE USED ON EVERY PROJECT BASIC DRAWING NOTATIONS ALL SIZES ARE INCHES UNLESS SPECIFIED OTHERWISE CENTER OF PIPE RUN 3"P 3"P TFP PROVIDED CONNECTION TO CONDUIT VAULT SKID OR ENCLbSURE BOUNDARY TFP PR0#1DED CONNECTION TO FIELD PIPING OTAIL 10%C402IN (3 TOTAL) o. NECT TO STORM SEWER \` FLOW DIRECTION J APPROVED MANNER) SIZE INDICATIONTYPE: PIPE=P ELECTRICAL CONDUIT I TUBING -T HOSE=H INDICATES AIR PIPING PIPING AND TUBING CONNECTION U\ I\ M NDUIT SIZE CONDUCTOR QUANTITY) FWD -300-6300 ► 3"P B25 B25 FWD -300-6300 OP A 1ND-300-6300 ► �A--' 3'P 4 14 4 8 8 Is NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. REFER TO THE PROJECT PLANS AND SPECIFICATIONS FOR MORE COMPLETE DETAILS. 2. PIPE, FITTINGS, CONDUIT, WIRE, AND TUBING SHALL BE SUPPLIED BY THE CONTRACTOR. 3. CONDUIT LOCATED WITHIN THE POOL BASIN AND STUB -UPS THROUGH POOL FLOOR OF WALLS INTO THE BASIN SHALL BE RED BRASS. 4. INSTALL ONLY STRANDED TYPE COPPER CONDUCTORS WITH WATERPROOF INSULATION BETWEEN UNDERWATER JUNCTION BOXES AND FOUNTAIN CONTROL PANEL SOLID COPPER CONDUCTORS SHALL NOT BE PERMITTED. CONTRACTOR SHALL SIZE WIRE BASED UPON CONDUIT RUNS AND CODE REQUIREMENTS. 5. REFER TO WIRING DIAGRAMS FOR CONDUCTOR QUALITY AND CONNECTION INFORMATION. 6. UNDERWATER JUNCTION BOXES LOCATED INSIDE OR OUT OF THE FOUNTAIN BASIN AND BELOW WATER LEVEL, SHALL BE TOTALLY ENCAPSULATED IN AN APPROVED POTTING COMPOUND. 7. SYMBOL" * " INDICATES THAT THE TEE MUST BE PLACED IN THE CENTER OF THE PIPING RUN To ENSURE BALANCE. 8. MAKE PIPING SLOPE TO THE PUMP FOR DRAINAGE. IF PIPING CANNOT BE SLOPED TO PUMP, MAKE PROVISIONS FOR COMPLETE DRAINING OF EACH PIPE UNE CONNECTING MINIMUM A 1-1/2" DRAIN UNE AND VALVE TO LOWEST POINT IN PIPE RUN. 9. MAKE PIPE RUNS AS DIRECT AS POSSIBLE USING A MINIMUM NUMBER OF FITTINGS. INSTALL PIPING STRAIGHT AND TRUE WITHOUT LOOPS OR TRAPS. 10. PUMP SUCTION PIPING SHALL BE A STRAIGHT RUN INTO THE PUMP FREE OF PIPE BENDS OR TEES FOR A MINIMUM OF TEN PIPE DIAMETERS PRECEDING THE PUMP'S SUCTION CONNECTION UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FWD -300-6300 ► 3"P 0 0 0 0 0 In N-152 N-152 N-152 N-152 N-152 EAC -300B N-152 N-152 N-152 N-152 N-152 EAC -300B U I0 Iaa I0 U IU II Wo0 FFD -300-6300 3 3 5) 3 3 3M - IM? � M M IM CL t - P13 L- P13 v v 1 la-850 B50 0 0 4"12 M N 1 I kL 3 13 3 3 li 77177 Iin 0 •�' M o 0 o ri a. n - GRAVITY 18 I8 CO)II 10 I0 IU I N N DRAIN TO Ira AIr3i '� 30P WASTE �-- P23 t- P23 B25 B25 ?2 12 2 2 2 2 1 ?6 16 6 6 66 1 0 o c o 0 0 0 0 0 0 0 0 I CWL-302C (0 l0 0 0 0 l0 1 (0 la 0 to CWL-302P co.i v Iv lv lv v 0 ca l0 I I0 00 cN L L _ P16 r P16 z z z z L - IL _ I FWS-050 B25 1 B25 1 W W W W 11 1171 1 1 1 ?5 5 05 05 5 5 0 0 0 0 0 1BE 010 0 8 8 0 M I 1010 0 x 0 0 M I IIt cc i Z 1 1 1 1 1 1 1 1 1 N (in 3 3 3 3 1 13 13 3 3 3 JA I� I {\ _ P26 I I- L_ P?6 0 C> > D _ M I I_ 1 V U U fNC I I CONDUIT TO � � 1 120/203V 330,60HZ 460883HZ 1 1 WATERFI�NS SOLENOID) 1 I > LLER BY INSTALLER BY INSTALLER (120 VAC) - 13 I,U PF1I-CL6300 IN -GROUND VAULT SYSTEM SCALE: NOT TO SCALE 1. UNDERWATER ELECTRICAL EQUIPMENT CAN CAUSE FATAL ELECTRICAL SHOCK IF NOT INSTALLED PROPERLY. THIS INSTALLATION HAS BEEN DESIGNED IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE, ARTICLE 680. INSTALLER SHALL INSTALL ELECTICAL EQUIPMENT IN ACCORDANCE WITH NEC ARTICLE 680 AND LOCAL ELECTRICAL CODES. 2. A CLASS 'A' GROUND FAULT CIRCUIT INTERRUPTER (GFCI) SHALL BE INSTALLED ON CIRCUITS SUPPLYING WATER FEATURE EQUIPMENT LOCATED WITHIN BASINS WHICH HAVE AN OPERATING VOLTAGE GREATER THAN 15 VOLTS, EQUIPMENT OPERATING AT LESS THAN 15 VOLTS SHALL BE PROTECTED BY A TRANSFORMER WHICH IS U.L. LISTED AND MARKED FOR THE APPLICATION, 3. UNDERWATER LIGHT FIXTURES SHALL BE INSTALLED SO THAT THEY ARE SUBMERGED WHEN IN OPERATION, SHALL BE PROTECTED BY A LENS GUARD IF POINTED UPWARD, AND SHALL BE PROTECTED BY AN INTEGRAL THERMAL CUTOFF DEVICE TO PREVENT OVERHEATING. 4. UNDERWATER LIGHT FIXTURES SHALL BE INSTALLED WITH SUFFICIENT CORD LENGTH TO ALLOW REMOVAL FROM THE WATER FOR RELAMPING AND NORMAL MAINTENANCE WITHOUT LOWERING THE BASIN WATER LEVEL. 5. UNDERWATER JUNCTION BOXES SHALL BE EQUIPPED WITH THREADED CONDUIT ENTRIES AND STRAIN RELIEF SEALS FOR CORD ENTRY. STRAIN RELIEF SEALS SERVING NICHE MOUNTED FIXTURES SHALL MAKE PROVISION FOR BOTH THE FIXTURE CORD AND AN AWG #8 COPPER BONDING WIRE WHEN REQUIRED BY LOCAL CODE. 6. UNDERWATER JUNCTION BOXES, OR JUNCTION BOXES MOUNTED OUTSIDE THE BASIN BUT BELOW THE WATER LEVEL, SHALL BE POTTED USING 3M "GELLA" 4441 OR "SCOTCHCAST" 2114 RE -ENTERABLE POTTING COMPOUNDS. CONDUIT ENTRIES SHALL BE SEALED PRIOR TO POTTING THE JUNCTION BOX TO PREVENT POTTING COMPOUND FROM ENTERING THE CONDUIT SYSTEM. 7. STUB -UPS FOR CONDUIT MOUNTED UNDERWATER JUNCTION BOXES MUST BE OF RED BRASS PIPE. NON-METALLIC CONDUIT MAY NOT BE USED FOR SUPPORT OF JUNCTION BOXES. 8. WIRE PULLED BETWEEN WATER FEATURE ELECTRICAL CONTROLS PANELS AND UNDERWATER JUNCTION BOXES SHALL BE OF STRANDED COPPER, WATER-RESISTANT TYPE SELECTED AND SIZED FOR THE APPLICATION. 9. CONDUIT SHALL BE SEALED TO PREVENT ENTRY OF MOISTURE AND TO PREVENT WATER FROM DRAINING INTO THE WATER FEATURE ELECTRICAL CONTROL PANELS. " _ ! NOTE: FOUNTAIN EQUIPMENT DESIGN AND MATERIALS HAVE BEEN PROVIDED BY THE FOUNTAIN PEOPLE. FOR INFORMATION CONCERNING THIS EQUIPMENT CONTACT RANDY BELDEN AT ESL DESIGN (317) 951-2300. ANOTHER MANUFACTURER'S DESIGN AND EQUIPMENT MAY BE SUBSTITUTED IF IN THE ARCHITECT'S OPINION THE SUBSTITUTED SYSTEM WILL MEET THE SPECIFIED PERFORMANCE REQUIREMENTS. A WRITTEN PERFORMANCE GUARANTEE MUST ALSO BE PROVIDED STATING THAT THE SYSTEM WILL MEET ALL SPECIFIED PERFORMANCE STANDARDS AND THAT DRAWINGS WILL BE PROVIDED TO ARCHITECT AT LEAST 5 DAYS PRIOR TO BID DATE. 'DON'T DIG BLIND' 'IT'S ThE LAW' nnwu, uroacawa r.orccnon socNcc w. Gall 1-800-382-5544 2 Working Days Before You Dlg. 'CSO Architecture Engineering Interiors Landscape Architecture Land Surveying Corporate Office 280 East 96th $treat Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 ®copyright 2001 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: FOUNTAIN EQUIPMENT DETAILS Issue Description: Bids & Construction Issue Date Drawn By Checked By 12-17-01 KTF KTF Drawing Number: C401 Project Number: 20507 i 1" 1.25' DIA T-11 nm am • e • WATER LEVEL i\ N U' • • 1.69' WATER LEVEL FLOAT MAGNET U • e • J % NM- .goftw LIGHT CORDS z_ (FURNISHED W/ LIGHTS) a LIGHT CORDS iv (FURNISHED W/ LIGHTS) I I I � " SENSOR HOUSING d Architecture FINISHED FLOOR Engineering PROBE STEM N Interiors Landscape Architecture FINISHED FLOOR ^ A e • 0 10' LIGHT CORD Land Surveying a•�, .4 Z^ a Corporate Office 4 .^• ..tea . d 280 East 98th Street a a Suite 200 a BONDING LUG � • • ° � � BONDING LUG POOL FLOOR Indiana 3 WIRE CABLE ^ " ^ polis, Indiana 46240 30 IN LENGTH (STD) ,• OT C NptJITS -;6N� COUPLINGS BY INSTALLER 317.848.7800 e • , • • FAX 317.574.0957 1/2- N.P.T. BRASS CONDUIT 3/4" COUPLING @Copyright 2001 3/4" COUPLING 3/4" POWER CONDUIT .4- ° _ ' 4 ^ A. A. " Owner/Contractor/Consultant: °a- NOTE: CONDUIT BY INSTALLER SENSOR CABLE 3/4" POWER CONDUITS 15 CWL-302P NOTE: CONDUIT AND COUPLING BY INSTALLER 2.05' c4o2 OPERATING WATER LEVEL SENSOR 11 CWL-002C C402 CONDUIT WATER LEVEL 04 P13 SENSOR HOUSING rO7' P26 C4o2 CONDUIT JUNCTION BOX ro1 B25 1.25' c4o2 CONDUIT JUNCTION BOX C402 FREESTANDING LIGHT SPECIFIER CUTOFF LINE 1.33' DIA WATER LEVEL 1.31' 1.98' DIA 1.69' WATER LEVEL • • ® LIGHT CORD (FURNISHED W/ LIGHTS) Z M • e FINISHED FLOOR - FINISHED FLOOR N �i '^ ° ^ _ d ,; - BONDING LUG These drawingaS copeicate tDrawingshe general ape of the project e ' ' in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type A ' ^ e' ' ^ - CORD SEAL of structural, mechanical, and electrical systems. ^ •° _ lfi v d The drawings do not necessarily indicate or describe all ^ " N work required for full performance and completion of the _ 1/2 N.P.T. CONDUIT requirements of the Contract. Q w d ' ° `— ^ d X Z On the basis of the general scope indicated or described, ^ _ Q the trade contractors shall fumish all items required for the ^ - _ Op proper execution and completion of the work. CSO Q ° ^ 0 10 LIGHT CORD v . n .. BONDING LUG a . A _ .. ^.. ° ^ a : , ^ Q_° FINISHED FLOOR Project 3/4" POWER CONDUIT 1 1/2- N.P.T. ° a 1/2- N.P.T. ^ a 4 NOTE: CONDUIT AND COUPLING BY INSTALLER NOTE: PIPE BY INSTALLER L6:a . h POOL FLOOR ° Carmel City ^ v• d ^ a �^ - BONDING LUG �• A ° - w - 12 N-152 - _ Center rl6 NC NOTE: PIPE BY INSTALLER - _ - 3/4" COUPLING �^ ^ '°^ � • A. _°^ °■ C402 C402 GEYSER ^ . :° . - Ref lecting Pond FLUSH JUNCTION BOX g 3/4" POWER CONDUIT ^ 08 FWS-050 C402 WATERSTOP COUPLING 2.05' NOTE: CONDUIT AND COUPLING BY INSTALLER 1.66' 3 1/4 WATER LEVEL rO5"� P16 02 650 Cit Center C402 CONDUIT JUNCTION BOX C4o2 FREESTANDING LIGHT y" FINISHED FLOOR Drive & 3rd Avenue a. Carmel, IN ° Cfl v.° " " O Q 0 O 0 O 0 Q O 0 O Q O OPERATING t° °: ° °' ° o e o 0o Drawing Title: 6 4 O O O O WATER a•: °' a LIGHT CORDS 900000000000000 LEVEL I) • ° , a "•° a (FURNISHED W/ LIGHTS) �— a°: FOUNTAIN ° 12 1/2 0 o A . 3" N.P.T. BONDING LUG EOUIPMENT °• BONDING LUG ■ 2.39 FINISHED FLOOR 1 1/2 N.P.T. N o DETAILS Oq NOTE: PIPE BY INSTALLER FINISHED FLOOR NOTE: PIPE BY INSTALLER ^• _ 3" N.P.T. • • . ,a a r17' FWD-30OB-6300 �.:^ C405 WALL DRAIN o ^. �. ; T ° .:^ ° ...a . NOTE: PIPE BY INSTALLER �J ro9 F WS -150 - Issue Description: • ° Bids & c4o2 WATERSTOP COUPLING �? ' " - o ^ ° v: .,,^ . h .. _ A' ^ v• BONDING LUG Construction 13 EAC -3008 3/4" COUPLING ^' Q . U-) ° d _ c4o2 CASCADE NOZZLE - 3/4" POWER CONDUITS ^ ° 8" SLIP Revisions: 8" DIA 4 1/4 2.25' DIA10' NOTE: CONDUITS AND COUPLINGS BY INSTALLER 1/2" ® ® FINISHED FLOOR NOTE PIPE AND ELBOW BY INSTALLER • 4 °J�4• ° .° °• � 06 P23 3 1/4" "a ° °:. ' ° ° � °- d 0402 CONDUIT JUNCTION BOX �n 4^ — — . A 03 R 84 8GD ° C402 BONDING Luc - SUCTION/DISCHARGE SUMP BONDING LUG Issue Date Drawn By Checked By 3" N.P.T. 09-06-01 KTF KTF 3" N.P.T. NOTE: PIPE BY INSTALLER _� Certified By: 18 FFD -300-6300 1.s C405 FLOOR DRAIN WITH PLUG I NOTE: PIPE BY INSTALLER 1-1/2" N.P.T. NOTE: FOUNTAIN EQUIPMENT DESIGN AND MATERIALS HAVE BEEN PROVIDED BY THE FOUNTAIN PEOPLE. FOR INFORMATION CONCERNING THIS EQUIPMENT CONTACT RANDY BELDEN AT ESL DESIGN (317) 951-2300. ANOTHER MANUFACTURER'S 10 FWS—;300 DESIGN AND EQUIPMENT MAY BE SUBSTITUTED IF IN THE ARCHITECT'S OPINION THE SUBSTITUTED SYSTEM WILL MEET C402 THE SPECIFIED PERFORMANCE REQUIREMENTS. A WRITTEN PERFORMANCE GUARANTEE MUST ALSO BE PROVIDED STATING WATERSTOP COUPLING THAT THE SYSTEM WILL MEET ALL SPECIFIED PERFORMANCE STANDARDS AND THAT DRAWINGS WILL BE PROVIDED TO ARCHITECT AT LEAST 5 DAYS PRIOR TO BID DATE. NOTE: PIPE BY INSTALLER `a Drawing Number: 1 'DON'T DIG BLIND' JL_C402 14 05-0107 C4o2 BALL VALVE 'IT'S THE LAW ,�,,„ Project Number: Gall 1-800-382-5544 2 Working Days Before You Dig. 20507