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Home My WebLink AboutDrawings (5)0 0 0 m° 6 E F 0 a 0 RELEASED FOR CONSTRUCTION a loon Dr Ede Dr Adams EID w e ; a Ute r Eden oy '+Carmel o d r Ln E 0 o - 122ntl t Shoshone D a' Ed In none PI Creekwaod L o U w - Plnfall Cf ,� W Ca met or E Car el Dr 'a pA N o M lard Of C ford Cf E Car Dr ° S,atlo v _ _ 0 o �6 i Cangressio Blv Lan v Ln m c - ID Medical - o ce Cr w C1 o-a - a = m u Jo n d er Ma Of m - " Re PI ° a _ m _ F Oc v loth , W I16th St ad _ _ WDo v'w N or0 ,w ^ Y d° -c 5th t a Sao Y W o Pr ny Woodvi w S Dr 3 E 14f Sf Woodland or o` - ann Bran P - ad Valley Dr ollshor Ct Emily We e Valley or Of of g S rIn 0 oods I re E 111 fh - Rollin on gs Dr R Ilin 5 rin Ot He wood _ Whispe ing Tr Brunswick 11 In lice r Marbre Ln c iA m E 1Ot St W 110111 St E to to St An ucf ay 3 E 109th t E 109fh Sf OA C - m He set D a a I am Ilion Ln o O 5 3a o a 1 ,n 5} - - ani i a Dr i _ _ Art r Dr Orchard ark or Birch C riven 10 fh St _ - Bar bi Ln - Brl illritlg 0 - c` 104 Leek a, E 104th St 1 4t Ea rchar Pak Dr _ WEST RECEIVING PARKING LOT AREA MAP NOT TO SCALE TRALHEAD PROJECT AREA .t -_ r, ... �`'� �♦ NOT TO SCALE CENTRAL PARK TRAILHEAD AND WEST RECEIVING PARKING LOT LAYOUT (CONSTRUCTION PLANS) HAMILTON COUNTY CARMEL, INDIANA OWNER: OPERATING AUTHORITIESS Carmel Street Department - Dave Huffman 3450 W. 131st Street Westfield, Indiana 46074 733-2001 Carmel Utilities (Water) - Paul Pace 3450 W. 131st Street Westfield, Indiana 46074 733-2855 City of Cannel Department of Engineering - Gary Duncan One Civic Square Carmel, Indiana 46032 571-2441 Duke Energy - Shirley Hunter 16475 Southpark Drive Westfield, Indiana 46074 896-6711 Veclren Energy - Matt Gray 16000 Allisonvlle Road Noblesville, Indiana 46061 776-5509 Clay Township Regional Waste District - Ryan Hartman 10701 N. College Avenue, Suite A Indianapolis, IN 46280 844-9200 AT & T - Michael Hatnes 5858 N. College Avenue Indianapolis, IN 46220 1 z5z-aao7 Bright House Networks - Jason Kirkman 3030 Roosevelt Avenue Indianapolis, IN 46218 632-9077 Comcasl Northeast - Dale Lambert 9750 E. 150 Street, Suite 1600 Noblesville, IN 46060 646-9113 CARMEL CLAY PARKS &RECREATION 1411 EAST 116TH STREET CARMEL, INDIANA 46032 13171 848-7275 CONTACT PERSONS MICHAEL KLITZING INDEX SHEET No. DESCRIPTION C001 COVER SHEET ONE SURVEY SHEET D100 OVERALL DEMOLITION PLAN C101 TRAILHEAD SITE LAYOUT & MATERIALS PLAN C102 WEST RECEIVING PARKING LOT SITE LAYOUT PLAN C201 TRAILHEAD SITE GRADING & DRAINAGE C202 WEST RECEIVING PARKING LOT GRADING & DRAINAGE C301 STORMWATER POLLUTION PREVENTION PLAN C801—C804 STORMWATER POLLUTION PREVENTION DETAILS C805—C806 GENERAL DETAILS L101-1_102 LANDSCAPE PLAN L801 LANDSCAPE DETAILS S201 FOUNDATION AND ROOF FRAMING PLANS S401 TYPICAL FOUNDATION DETAILS S402 STRUCTURAL SECTIONS S501 STRUCTURAL NOTES A-001 ARCHITECTURAL GENERAL NOTES & ABBREVIATIONS AF101 OVERALL FIRST FLOOR PLAN A-200 OVERALL ELEVATIONS A-310 WALL SECTIONS & DETAILS M-001 MECHANICAL SYMBOLS & ABBREVIATIONS MH1A1 HVAC PLAN P-001 PLUMBING SYMBOLS & ABBREVIATIONS PF1A1 PLUMBING PLANS PS1A1 PLUMBING SITE PLAN P-601 DETAILS, ISOMETRICS, & SCHEDULES E-001 SYMBOLS & ABBREVIATIONS E-001 SYMBOLS & ABBREVIATIONS E-101 SITE, POWER, AND LIGHTING PLANS E-601 DETAILS AND SCHEDULES f"I Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Civil Engineering Indianapolis, IN 46216-1037 cis • LIS Telephone: 317.826.7100 Land Surveying Fax: 317.826.7200 Landscape Architecture www.schneidercorp.com CERTIFIED BY: MICHAEL KROSSCHELL E—MAIL ADDRESS: mkrosschell@schneidercorp.com THIS DRAWxG AND THE DIRS. DEaau AND CaKI CONTAHm 1K1rax Are 1w E00I wTEuccluu PROPERTY OF THE SCHNEDER COrecknnex AND ME NOT To BE USED OR ATRooucto IN ONE OR IN PART, vII THE Nall CONSENT ar THE SCHNaoER COIPaRATa. TRAILHEAD SITE: LATITUDE: 390 57' 07"N LONGITUDE: 860 08' 11 "W PARKING LOT SITE: LATITUDE: 390 57' 02"N LONGITUDE: 860 08' 14"W N DATE: 03.08.2019 SHEET (C®®11 Subject to compliance with all regulations at State and meal Codes City offCalrnel (} �Nq�\a.W�1aA.aL DATE: 11 /13/19 PROJECT LA: CAJ CHECKED BY: MRK DATE CHECKED: 03/08/19 © 2019, The Schneider Corporation JOB No. 2722.017 FILE NAME: T:\2K\2722\017\CAD\C001—COVER.DWG WOODED AREA ' ASPHALT PARK \\ AREA KING STORM MEN 0 pgR} d EC=843.05 AGN 362RCP N.W. I14V=8.16.23 To 1YCRP E. INV. S17.I0 �y } ATE KEY PAD NO PARK�VG 5�uN IB'CPP S.W. INV=83fi.70 �1,a �}" AUTHORIZED VEHI � ONLY SIGN RA �. X4 N� RELEASED FOR CONSTRUCTION Subject to compliance with all regulations at State and meal Codes City of Cannel (} �im��IlaWuk1oAaL e TIROL BOX CONCRETE PAD II ,O* GRM LL� e3s I. J IB' RCP = 83SSJ 840 ' RCP SW IN .01 Rap xRP 841 INV.= 03 x�A4' 1'840 �eap T NATURAL VEGETATION NATURAL VEGETATON •a, N TO xR1` BUILppYD NATURAL VEGETATION Coordinate System: IN State Plane East 1301 NAVD 88 Opus @ "100": N: 1713546.633 E: 195783.656 V: 842.681 TBM's: ,Set via turn rounds x2) TBM 1: (PNO 10): Cut Square on Gate CTRL Box N: 1713488.369 E: 195847.286 V: 844.295 TBM 2: (PNO 11): Cut Square on Area Light Base N: 1713504.684 E: 196091.008 V: 844.314 TBM 3: (PNO 12): Cut Square on Area Light Base N: 1713126.928 E: 196226,932 V: 843.547 X411. TAX m 9 x Roan GRID NORTH a p�� SIGN k� SCALE 1" = 30' an a Is an so xd` DO NC� MOW Sim `XxBirj NA'.=B3yA7o ✓\jam/ d, a4� CFO oPly xry xt .ta 0ry S 15, INV.=0 0 ASPHALT 11 1 m NATURAL INDIANA NATURAL 'x a s 'P Rpvw' x xX�" . / p / 840 GAS POSE >` XTe x G r&. oo G xb� .a`� ee" \PE'P.B. 43, P xepO. Qp x / `j ROpONpy �� Tgppjp� xGRASS STORM N.X. or '. T.C. = BA0.22 IN 18' RCA S. INV. = 836 47 G"META e IB' RCP S.W. INV. = 826.40 ¢"$s'L 842 a` ° Rf /. POST BD ?--� = RX G sp Wmn'v 0^ 14 tix x ST �,gxR� L ` �E e'H 'V x0N'N GRASS xi1`'1+ IMS eP x N0 r§e & A 83 ^D / 1s•v` 0e*AA BEEHIVE M.H. . 843 e"°j � ex� e" �' x 644 a & DSCAPI c RP: T.C. = aw.D5 0e? '9 01ry ryAipdA^S NG �H, „E}L�SCAP �, �. �. VS ,:,s \, k0°�a 1Y RCP N. INV. = SHIM YY,y� +� tl�Y BEEHVE M.X. q� , A' CPP S.W. INV. = 837.70 T.C. = W 92 x 1 y1,' / °? I8' BOX N.E. INV. = 83505 I x� . x� �q 1Y RCA S. INV. = MU �ke1`x � 0°' � \ xOF IS' RCA S.W. W. = 038.17 hry 0x o" / J S G�CµETC SIX AT y.0 �ryk 'xWN e7 ee?^ e"Y .M� 090 INLET OR CATCH BASIN ® SEVEN MANHOLE ® TELEPHONE MANHOLE ® ACCESS COVER (D TRAFFIC MANHOLE ® WATER MANHOLE • MANHOLE °coOEANOIT 4 AREA UGHT UTILITY POLE NTH MY MIRE }� MLIIY POLE NTH RISER 1-0 RAG POLE © TRAEBC FOE au UTILITY PEDESTAL of ELECTRIC METER /7 ELECTRIC TRANSFORMER ® CONDITIONING UNIT + UTILITY VALVE V HYDRANT O WELL + WATER VALVE OW WATER METER � GAS VALVE Oa GAS METER SIGNS ® MAILBOX TREE, SHRUB BENCHMARK ® SOIL BORING - - - - - - - - - OVERHEAD UHmY LINES - TV UNDERGROUND IELENSION F UIIPFRGR" ITT IT -C-RIc T UNDERGROUND TELEPHONE FD UNDERGROUND ROB OPEC F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE W — UNDERGROUND WATER LINE — S SENER LINE • — — — - UNDERGROUND STORM SENT UNDERGROUND SANITARY SEWS OF w -OF -x—n—r G➢,CE LINE FL 0y1I \F cl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Civil Engineering GIS x US Land Surveying Landscape Architecture aH '7,y z O O � U EM '� � U x x a 5 C) W w w EM U w U EAT E'. °ROJELi NO'. 11/26/2018 2722.017 DRAW BY LREOKED Be REVISIONS: DRAWING FLES R \9\27n\01 7RXCADI 7T.DNG SHEET NY O V ET W I J BeFP -A RELEASED FOR CONSTRUCTION Subject to compliance with all regulations o4 State and Local Codes City at Carmel (� �7IR I dunDIAaAA1_ DATE: 11 /13/19 B FE�.-.�. THIS AREA TO BE RELOCATED SOUTH TO EXISTING LANDSCAPE BED. CONTRACTOR TO DETERMINE BEST LOCATION AND COORDINATE NTH OWNER. k-W * I w �, . M-M Indiana811 0 30' 60' SCALE 1' = 307 EXISTING 14ARDSCAPE TO BE REMOVED COMPLETELY. ® EXISTING GRAVEL TO BE REMOVED COMPLETELY. EXISTING VEGETATION TO BE REMOVED COMPLETELY. O EXISTING PAVEMENT TO REMAIN AND BE PROTECTED FROM ALL WORK. O EXISTING FENCE TO REMAIN AND BE PROTECTED FROM ALL WORK. O EXISTING VEGETATION TO REMAIN AND BE PROTECTED FROM ALL WORK, O EXISTING STORM MANHOLE TO REMAIN AND BE PROTECTED FROM ALL WORK. O EXISTING ASPHALT ROAD TO BE REMOVED. O EXISTING ASPHALT ROAD TO REMAIN AND BE PROTECTED FROM ALL WORK. OG EXISTING SIDEWALK TO BE REMOVED. O EXISTING CONCRETE PAVEMENT TO REMAIN AND BE PROTECTED FROM ALL WORK. OI EXISTING 801 TO BE REMOVED AND RETURNED TO OWNER. OJ EXISTING BOLLARD TO BE RELOCATED. REMOVE BOLLARD PRIOR TO DEMOLITION, SEE SHEET C101 FOR NEW LOCATION FOR BOLLARD. OK EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED FROM ALL WORK. NOTE CONTRACTOR TO ENSURE THAT SILT FENCE, CONSTRUCTION ENTRANCE AND ALL OTHER ELEMENTS SHOWN ON SWEET C301 ARE IN PLACE PRIOR TO THE START OF DEMOLITION ACTIVITIES 54OWN ON THIS SWEET. 11L�JL�71L®1L1L 1L 1L®� JL V ®11 1G�y I. REMOVAL OF EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND OR LOCAL LAWS AND ORDINANCES, 2. CONTRACTOR MUST TAKE PROPER CARE TO ADDRESS UNEXPECTED CONDITIONS AND UTILITIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONSULT A SOILS ENGINEER FOR RECOMMENDATIONS AND CON5ULT WITH THE PROJECT MANAGER IMMEDIATELY IF UNFORESEEN CONDITIONS ARE ENCOUNTERED ON SITE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS, BUT NOT LIMITED TO THE EXCAVATING AND DEMOLITION CONTRACTOR OR CONTRACTORS, MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, SO NOT TO CAUSE DAMAGE. 5. IT 15 THE RESPONSIBILITY OF ALL CONTRACTORS TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 HOURS BEFORE CONSTRUCTION 15 TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON THE SITE. ALL VERIFICATIONS, LOCATIONS, SIZE, AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 50 A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER 5011-5 IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 7. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. B. IT IS THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR (51 TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL, AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS, OR SIDEWALKS, THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE DEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER, 9, THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE III UTILITIES PRESENT ON AND AROUND T1415 SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE ENGINEER AND MAY NOT BE ACTUAL. THE 04 NM SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 10. ANY PAVEMENT, CONCRETE, OR ASPHALT DAMAGED DURING DEMOLITION OR CONSTRUCTION 514ALL BE REPAIRED BY CONTRACTOR. PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DAZE SXNnMATE THIS ORPMNc AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED An REPRODUCED, IN WHO£ OR IN PART, 'MTHOUT THE WRITTEN CONSENT AT THE SCHNEIDER CORPORATION COPYRIGHTED BY THE SCHNEIDER CORP.(2014) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Civil Engineering GIS * LIS Land Surveying Landscape Architecture 0 Q w�rI z I o N GO s-, U GO V SO z o POP a co m HH C4 rv, W C N mayr!! G ate. uO, Co U E� BAD Z C/] DA - PROJECT NO: 03108 1s 2722.017 DRAWN EY, CHEQFED Ev. CAJ MRK SHEET TITLE. OVERALL DEMOLITION PLAN FILER FILENAME His CiEwuwI H �wwwm. SHEET NO.: ianoo "I]Fit10 / wN� AS. war-e RELEASED FOR CONSTRUCTION Subject to compliance with all regulations at State and Local Codes City of Camrel 'N;A GID*0� DATE: 11/13/19 __sue .war* NATURAL VEGETATION L*1�vi= Indiana8�� SH 1L J.G IFIHL� I. THE CONTRACTOR(S) SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELEVATIONS AND DIMENSIONS THROUGHOUT THE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND TO EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR(S) MUST CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTION BEFORE PROCEEDING. 2. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS, SITE CONTRACTOR(5) SHALL MATCH EXISTING GRADE AND ALIGNMENT OF CURBS WHERE NEW CONSTRUCTION ABUTS EXISTING SITE CONDITIONS. 3. 517E CONTRACTOR(5) MUST PROVIDE AT THE CONTRACTOR'S EXPENSE, ALL NECESSARY VEHICULAR AND PEDESTRIAN CONTROL DEVICES, TEMPORARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES AND METHODS USED DURING CONSTRUCTION MUST CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS. CONTRACTOR(5) MUST MEET MINIMAL REQUIREMENTS FOR EMERGENCY VEHICLE ACCESS ON SITE DURING CONSTRUCTION AS DETERMINED BY LOCAL AND/OR STATE CODES AND REGULATIONS. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. S. EXPANSION JOINTS SHALL BE REQUIRED AT ALL CONDITIONS WHERE CONCRETE PAVEMENT IS DIRECTLY ADJACENT TO PROPOSED STRUCTURES. 6. ANY EXISTING VEGETATION ON OR ADJACENT TO THE PROJECT SITE THAT ARE DESIGNATED TO REMAIN SHALL BE PROTECTED FROM ANY AND ALL INJURY RESULTING FROM CONSTRUCTION TECHNIQUES AND/OR VEHICLES ON SITE, CONTRACTOR(5) MUST ESTABLISH A SUITABLE PERIMETER AROUND EACH SPECIMEN TO ENSURE THAT A PROPER ROOT ZONE 15 MAINTAINED, FENCING MATERIAL USED TO DESIGNATE PLANT PROTECTION AREAS MUST BE CONSPICUOUS AND CLEARLY VISIBLE THROUGHOUT THE CONSTRUCTION SCHEDULE. EACH PROTECTION AREA SHALL CONTAIN PROPER SIGNAGE NOTIFYING WORKERS OF THE IMPORTANCE OF PREVENTING VEHICULAR TRAFFIC FROM ENTERING THE PROTECTED ROOT ZONE(S). 7. REMOVE ALL EXISTING TRASH, DEBRIS AND RUBBLE THROUGHOUT THE 51TE BEFORE THE COMPLETION OF THE CONSTRUCTION SEGUENCE. DISPOSAL OF SUCH MATERIAL MUST BE DONE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS, THE CONTRACTOR(5) SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS OF THE PROJECT S1TE AND ADJACENT PROPERTY(5) TO DETECT AND REMOVE ANY MUD, GRAVEL, OR DEBRIS THAT HAVE BEEN TRACKED, DUMPED, SPILLED OR WIND-BLOWN ONTO AREAS ADJACENT TO PROJECT INCLUDING, BUT NOT LIMITED TO: RIGHTS-OFWAY, PUBLIC OR PRIVATE STREETS, AND ROADS, DRIVEWAYS, YARDS AND/OR SIDEWALKS. 8. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK, IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK 15 STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST % PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM 0-1557) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL UTILITY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER A5 TO BE FLUSH WITH THE WALKS AND CARE ",*MOULD BE TAKEN NOT TO DAMAGE THE UTILITY COVERS, LIDS AND ACCESS PANELS DURING CONSTRUCTION. IT. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 12, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. H�IE(=zD 4' CONCRETE PAVING SYNTHETIC TURF SURFACING SEE DTL 3, SHT 0005 OVER HAGGREGATE; SEE DTL TL 6,BHT C806 4' COLORED CONCRETE; ❑ SEEPHALRAI DTTL 18, SSHT C805 SEE DTL 31 5HT C805 OBike Shoe Bike Parking Arso O Trash / Recycling Containers (FmWed E installed by (Provided E Installed by Ounce) Ouwerb valor) O Bike Racks O Burea Search Seating; E5Wet Twig (SspeciFicatiare below) (Provided E installed by Ounce) O Battered Seat Wall OC Bike Repair Station See du I, C806 (Provided E installed by (D 24' Crosswalk Solid White, Pisa Keys Ounab vendor) Thermoplmtic Making ODepressed Concrete Curb O Detectable Wmnirg Mat See at 61 C805 OConcrete Bay O Asphalt Trial See out XN CBXX See dtl I8, Cl OConcrete Sidewalk O Relocated Bollard See dtl 31 C805 (Contractor to remove existing E O Rwtroan Building reinstall in new location. See Demo sheet for existing location.) (Sea Arch. sheets) BENCH SEATIN BENCH BY LANDSCAPE FORMS OR APPROVED EQUAL. STYLE: ESCOFET TWIG BENCH, BACKLESS MATERIAL: CAST STONE ACID ETCHED FINISH COLOR: BEIGE QUANTITY: 4 TWIG BENCH UNITS TO CREATE PATTERN SHOWN. CONTACT: ANITA WOJDA LANDSCAPE FORMS P: 800.430.6206 X 1335 E: ANITAKOLANDSCAPEFORMS.CCM NOTE: ALL FURNISHINGS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. NOTE: SEE SHEETS C201-C202 FOR FIN1514 GRADE ELEVATIONS. PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DAZE SIGNO DATE THIS DRAWING AND THE IIE< CONCEPTS CONTAINED HERB+ INTELLECTUAL PROPERTY OF IIIL'_L:.. CORPORATION, AND ARE NOT TO 6E REPRODUCED, IN WHOLE OR IN PART. ;. THE WRITTEN CONSENT OF TNc HE SG( CORPORAnoa COPYRIGHTED Rr THE SCHNEDER CORP.(2m4) f4lb Schnei& r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn a idercorp. Lour Civil Engineering GIS • LIS Land Surveying Landscape Architecture E� 0 I� Q Wz �a.• `J m so CD Wr aGO x a� 'd E� s d ` ea " Gi �i Q-I W v a s ` m Iyi rn_ G. U U Nn E� DATE: PROJECT NO.: 03 O8 19 2722.017 DRAWN BY CHECKED BY CAJ MIRK SHEET TITLE. TRAUI BITE LAYOUT a MATERws PLAN DRAWING FILES- BIENAME LLSHEETNG� On T � I Indiana811 I *, RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel (} 'NP AG\DwsV�jaA� DATE: 11/13/19 0 20' 40' SCALE: 1' = 20' �\ Ilit W 1. THE CONTRACTORHALL S) SVERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE J START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELEVATIONS AND J DIMENSIONS THROUGHOUT THE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND TO _ EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR(5) MUST CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTION BEFORE 11� PROCEEDING, h 2. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. SITE CONTRACTOR(S) SHALL MATCH EXISTING GRADE AND ALIGNMENT OF CURBS WHERE NEW CONSTRUCTION ABUTS EXISTING SITE 1 gal ' CONDITIONS. M 3. 51TE CONTRACTOR(5) MUST PROVIDE AT THE CONTRACTORS EXPENSE, ALL NECESSARY V541CULAIZ ' AND PEDESTRIAN CONTROL DEVICES. TEMPORARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES AND METHODS USED DURING CONSTRUCTION MUST CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS. CONTRACTOR(S) MUST MEET MINIMAL REQUIREMENTS FOR EMERG04CT VEHICLE ACCESS ON SITE DURING CONSTRUCTION AS DETERMINED BY LOCAL AND/OR L STATE CODES AND REGULATIONS, 1 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE I . O.S.H.A. STANDARDS FOR WORKER SAFETY. F I 5. EXPANSION JOINTS SHALL BEREQUIRED ALL CONDITIONS WHERE CONCRETE PAVEMENT IS TAPER CURB DOWN TFIk DIRECTLY ADJACENT TO PROPOSED STRUCTURES, MEET EXISTING GRAD 6. ANY EXISTING VEGETATION ON OR ADJACENT TO THE PROJECT SITE THAT ARE DESIGNATED TO p 0 REMAIN SHALL BE PROTECTED FROM ANY AND ALL INJURY RESULTING FROM CONSTRUCTION TAPER C IRS DOWN TO TECHNIQUES AND/CR VEHICLES ON SITE. COITRACTOR(S) MUST ESTABLISH A SUITABLE PERIMETER B EET EXI TING GRADE AROUND EACH SPECIMEN TO ENSURE THAT A PROPER ROOT ZONE 15 MAINTAINED. FENCING MATERIAL USED TO DESIGNATE PLANT PROTECTION AREAS MUST BE CONSPICUOUS AND CLEARLY VISIBLE 1 THROUGHOUT THE CONSTRUCTION SCHEDULE. EACH PROTECTION AREA SHALL CONTAIN PROPER SIGNAGE NOTIFYING WORKERS OF THE IMPORTANCE OF PREVENTING VEHICULAR TRAFFIC FROM i, A \ ENTERING THE PROTECTED ROOT ZONE(5). j`- -t f 7. REMOVE ALL EXISTING TRASH, DEBRIS AND RUBBLE THROUG HOUT THE SITE BEFORE THE q�y )� P �- COMPLETION OF THE CONSTRUCTION SEQUENCE. DISPOSAL OFSUCH MATERIAL MUST BE DONE IN \j•- \ N s ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR(5) SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS OF THE PROJECT 51TE AND EXISTING LIGHT POLE TO BE J� / 1 ADJACENT PROPERTY(5) TO DETECT AND REMOVE ANY MUD, GRAVEL, OR DEBRIS THAT HAVE BEEN RESET AT BACK OF NEW CURB - • — - TRACKED, DUMPED, SPILLED OR WIND-BLOWN ONTO AREAS ADJACENT TO PROJECT INCLUDING, BUT AT THE SAME ELEVATION AS GAS POST NOT LIMITED T0: RIGHTS -OF -WAY, PUBLIC OR PRIVATE STREETS, AND ROADS, DRIVEWAYS, YARDS TOP OF CURB. - 56 �' 1 AND/OR SIDEWALKS. A v.- O _ 8. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF All IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION 0" G FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE `,\ / OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN I \\ _ THE FIELD BEFORE WORK 15 STARTED OR RESUMED. n2Zp0�,\ � 1 _- 9 BE COMPACTED BEE THE RESPPMIIBILI AT LEAST PERCENT OFNTRACMAXIMUM DRY DENSITY MODIFIEDILLAREAS SHALL D-G57) A A / 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL UTILITY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER AS TO BE FLU514 WITH THE WALKS AND CARE SHOULD BE / \ 'F \ \\�\� \ O R TAKEN NOT TO DAMAGE THE UTILITY COVERS, LIDS AND ACCESS PANELS DURING CONSTRUCTION. R3 .x..22 IT E INV. = w15.47 4 \ C \ A S.W. Nv = ex.NO \ 6' CONCRETE; HEAVY DUTY PAVING ■ ASPHALT HEAVY DUTY PAVING M.H. SEE DTL I6, 54T C805 SEE DEL I, 514T C805 D &0. N. INV. V. _ &IB.BO F A Y — J\ S.INv. _ &i7.70 _ SEE DTLR3ET, 54TV1L805 NG RIPRAP AT CURB TURN OUT C INV ��f CP N.E. INV. = 838.05 _ Y RCP S. INV. = M22 150 RCP SW. INV. = M17 O 6' Straight Cencete Curb OD ADA Sigxge EXISTING CONCRETE _APE See dtl 5, C806 See SKI 13, C805 TO REMAIN • r O Concrete 8 _ Taper OE Detectable Wunirg Mat. Y CW5 Curb 1 71 Out S .AT A_ ' .. I O See Space See dtl 7, C806 dew I NOTE: SEE SHEETS C20I-G202 FOR FINISH GRADE ELEVATIONS. PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DAZE 9GNEDDAIE THIS DRPMNc AND THEIDEAASR, DESIGNS AND CONCEPTS CONTAINED HEREIN E THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED AD REPRODUCED, IN WHOLE OR IN PART, 'MTHOUT E WRITTEN CONSENT AT THE SCHNEIDER CORPORATION COPYmGIVED BY THE SCHNEIDER CORP.(2014) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Civil Engineering GIS * LIS Land Surveying Landscape Architecture 0 1� w z o xPAPz xNZ a HH 1••�--I d U °' PILEILD x Do A 0 W Z o POP co Ir+v,Y 1-•�--I C d may! G ate• V Iyi LAO, co U 1•-1--I c' U m PROJECT NO: 03108119 2722.017 DRAWN UY CHECKED De CAJ MIRK RTLE WEST RECEIVUNG PARKING LOT SNE LAYOUT PLAN rn E=. RIAME �_m., SHEET NO.: (C1.®2 "I 0 U a N N v SG-1 SEWAGE GRINDER: SUBMERSIBLE DUAL PUMPS, MIN. 2 HP, 208v., 10, 1750 RPM, 20 GPM @ 40TDH EACH. 36" DIA. X 60" DEEP FIBERGLASS BASIN WITH COVER. BASIN AND LID RATED FOR OUTDOOR USE. WALL MTD. CONTROL PANEL, HIGH WATER ALARM WITH AUX. RELAY, AUTO ALTERNATE. SIMILAR AND EQUAL TO: HYDROMATIC #SPGA ACCEPTABLE MANUFACTURERS: B&G, ZOELLER RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City offCalnlel (} �vm�\a.WkwAAEL DATE: 11/13/19 1 �j IndI na811 Know what's belo �v Call before you dilg.E it 1 0 10. 202 $CALL 1' = to' I I ("I Nli) — a35 _ Existing Contour iiOTA Existing Elevation — am — Proposed Contour 000.00 Proposed Finish Grades 000.0U F.G. Proposed Finish Grade aoo.00 M.F. Match Existing Grades Ooo 0o T.w. Top of Wall 000.0U B.w Bottom of Wall — — — — Underdrains I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO START OF DDNSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HELD DIMENSIONS AND ELEVATONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FETID CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES ARE FOUND ON THE SURVEY PLAN OR ACTUAL FELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS 2. ALL CONTRACTORS MUST TAKE PARTICULAR CARE MHEN EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND EQUIPMENT. ACTUAL HELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL UBUTY COMPANY OR BY A PRIVATE UNDERGROUND UTUTY LOCATON COMPANY. THE UTUTY COMPANY MUST BE CONTACTED 72 HOURS PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTUTY CONTRACTOR OR CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, SO NOT TO CAUSE DAMAGE. IT SHALL BE THE RESPONSIB UTY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTLITES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IRS OWNER AS TO THOR FUTURE RESPONSIBIUTES. 3. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORAVON OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTON SCHEDULE TO ALLEVIATE SUCH DAMAGE. 4. ALL CONSTRUCTON METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 5. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTIUTES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTUTES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE ENGINEER AND MAY NOT BE ACTUAL THE ENGINEER SHALL NOT BE HELD UABLE FOR ANY INCORRECT OR MISLEADING UTUTY INFORMATION INDICATED, IMPUED, OR NOT INDICATED ON THESE PLANS 6. ALL GRADES AT PROJECT BOUNDARIES SHALL MEET EXISTING GRADES. 7. AIL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557). 8. AL CONSTRUCTON ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPUCABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO ADJUST ALL UTUTY COVERS, UDS, AND ACCESS PANELS IN SUCH A MANNER AS TO BE FLUSH WITH THE WALKS AND CARE SHOULD BE TAKEN NOT TO DAMAGE THE UTUTY COVERS, UDS AND ACCESS PANELS DURING CONSTRUCTION. 10. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTON AND WILL REQUIRE PRIOR FELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATON SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS -BUILT CERTFICATON AT THE THE OF CONSTRUCTON, PRIOR TO BACKFIILING THE PIPE THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BONG INSTALLED TO ENSURE GOMPUANCE WITH THE DESIGN PLANS AND AS IT IS BONG INSTALLED TO ENSURE COMPUANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL PENDING AGENCYI APPROVAL NOT FOR CONSTRUCTION IT ISWIT(:"iCul CONaIs 0°.'f. `.G AND THE IDEAS, DESIGN ANO PTT C MINED HEREIN ARE THE EXCLUSIVE INTELLEI 1JPL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT To BE USED OR REPRODUCES. IN WHOLE OR IN PART. N9H A T THE WITTEN CONSENT OF THE SCHNEIDER COreeorennON. COPYRIGHTED BY THE SCHNEIDER CORP.(201a) f"I Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Www. sch n eidercorp. com Civil Engineering CIS ' LIS Land Surveying Landscape Architecture "67 Ennnni O I� w zInnnnnnnnll o DID a Z � z HN -CIU �Ny I�--I m InR U a a H w �. Z In; ai°,c A cd � a — P. c' a sW W y P1 w call U `D) Ennnnnni U DATEPROJECT NO 03 08 19 2722.017 DRAMN BY: CHECKED BY CAJ MIRK SHEET TITLE. TRAZZEAD SITE GRADING 8 DRAINAGE DRAMND FILES nIENAME SHEET No.: C2®1.. asHEETNO T Indiana Fit IP C RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel (} �Mrt\GIIC V�jaA� DATE: 11/13/19 MATCH EXISTING GRADES HERE TO �: a MEET UP WITH ' EXSTING SIDEWALK �yA i'(osd 6 / s - STRUCTURE INV = 839.75 TE `. STRUCTURE 8105 Existing structure INV NW = 83G 05 a E. INV. = EMU$ S. INV. = 836E Sw. INV. = 835 12' RCP N. INV. = 81 4" CPP S.W. INV. 837.1 I J it 0 20' 40' SOME 1' = to Existing Contour Existing Storm Sewer Existing Elevation - New Stamm Sewer - 835 _ 000.00 Proposed Finish Grades 000.00 M I. Match Existing Grades 000.0U TC. Top of Curb 000.00 B.C. Bottom of Curb 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLnEU) DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES ARE FOUND ON THE SURVEY PLAN OR ACTUAL REL1 CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS. 2. ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY ONES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTUTY LOCATION COMPANY. THE UTILITY COMPANY MUST BE CONTACTED 72 HOURS PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, SO NOT TO CAUSE DAMAGE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTIUTIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTUTES ARE PLANNED AND HOW IT MAY AFFECT THIS PROJECT AND ITS OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 3. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 4. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL. STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 5. THE UTIUTIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTURES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLED BY OTHERS AND USED BY THE ENGINEER AND MAY NOT BE ACTUAL THE ENGINEER SHALL NOT BE HELD UABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATON INDICATED, IMPLIED, DR NOT INDICATED ON THESE PLANS 6. ALL GRADES AT PROJECT BOUNDARIES SHALL MEET EXISTING GRADES. 7. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557). 8. ALL CONSTRUCTION ACTIMY ON THIS SITE TO BE PERFORMED IN COMPUANCE WITH APPUCABIE O.SH.A. STANDARDS FOR WORKER SAFETY. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL UTUTY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER AS TO BE FLUSH WITH THE WALKS AND CARE SHOULD BE TAKEN NOT TO DAMAGE THE UTILITY COVERS LIDS AND ACCESS PANELS DURING CONSTRUCTION. 10. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEMATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES, APPROVED DESIGN SLOPES IDENTIFIED AS KENERATNG VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLNG THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPUANCE MAN THE DESIGN PLANS AND AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL STRUCTURE DATA TABLE STR No. STIR. CASTING CASTING PIPE INVERT INVERT PIPE TYPE TYPE RIM ELEV. SIZE IN DOT MATERIAL 100 CONCRETE N/A N/A 12' 839.75 Y/A RCP END SECTION 101 CURB INLET Neenah RIM 842,45 '2" 840.00 839,95 RCP R-3287-IOV 102 BEEHIVE Neenah RIM 843.10 '2" 840.18 840.14 RCP INLETR-4342 103 BEEHIVE Neenah RIM 842.3E 12" 840.62 840.60 RCP INIET R-4342 104 CURB INLET Neenah RIM 842.58 12" N/A 840-65 RCP R-3287-10V 1D5 EXISTING N/A EXISTING "2' 838,05 N/A RCP STRUCTURE RIM 840.92 106 BEEHIVE Neenah RIM 841,65 12" 838.30 838-30 RCP INLET R-4342 107 EEHIE BNIET Neenah R-4342 RIM 841,90 12" N/A 83385 RCP PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DATE SIGNEDDATE THIS CHAIRING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED DR REPRODUCED. IN WHOLE OR IN PART, 'MTHOUT E WRITTEN CONSENT OF THE SCHNEIDER CORPORATION COP(RIGH70) BY THE SCHNEIDER CORP.(2014) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Civil Engineering GIS * LIS Land Surveying Landscape Architecture 0 Q w z o E aH U � `J ER RED z o POP ad d W N G Iyi DO, ad a�i U 1-1--I y c' '." U m ID2. Z IL C/] PreOJEOn NO: "03 08 1s 2722.017 DRAWN DY, CHECKED De CAJ MIRK SHEET TTLE. MST RECEIVING PARSING TAT GRADING & DRAINAGE Y RUEN ARE I-.: ME MIR v�ISI"T�.I.m1,...0 =H..mc%FII SHEET NO.: (C2®2 OFSHEETNO i AM Ff RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City at Carmel 7 l C\1 DATE: 11 /13/19 ffl .p I I 0 30, 60' sciial I' = 11Y 1lldoindiana811 vu .-forWe - ... �I"I�oop lmoeli'ni01 Hatch Pattern Lawn Seeding. denotes Permanent See Sheet C803 for seed mix. Hatch Pattern denotes Temporary F/i� Lawn Seeding. See Sheet C804 // for seed mix. Hatch Pattern denotes Low Stature Native Prairie Seed. See Sheet C803 for seed mix. Hatch Pattern denotes Native Prairie Seed. See Sheet C804 for seed mix. Hatch Pattern denotes Pond Edge and Swale Seed Mix. See Sheet C804 for seed mix. Hatch Pattern denotes North American Green S758N or Approved Equal. See Sheet C803. Existing Storm Sewer a — New Storm Sewer Existing Sanitary Sewer t New Sanitary Sewer ex Existing Contour �— xxx Proposed Contour ® Paved Area Inlet Protection. See Sheet C803. Beehive Inlet Protection. ® See Sheet C803. — Silt Fence. See Sheet C803. �= Snow Fence Protection. See Sheet C803. SITE SPECIFIC CONSTRUCTION SEQUENCE FOR CONSTRUCTION PHASE 1. Repair a replace sill fence installed during mass earthwork phase. 2. Install or repair concrete washout basin as Indicated on plans. 3. Install storm sewer system and protect all inlets as indicated an Sheet C301. 4. Complete and/or repair earthwork and sub —grade compaction for pavement sub —grades and install pavement sub —base material. 5. Install all remaining site features. 6. Complete earthwork and finish grading for seeded areas. Apply seed and mulch within 30 hours of seedbed preparation. 7. Stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70%) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. B. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets will not longer occur. 9. After contractor has removed temporary erosion control measures any disturbed areas shall be re —seeded as required. POST CONSTRUCTION ACTIVITIES The purpose of the post construction phase is to identify and maintain all post construction Best Management Structures (BMP's) thus reducing runoff and controlling pollutants. For this reason, the following sequencing should be followed as much as possible. 1. Distribute Post Construction BMW Operations and Maintenance Manual to the BMP Owner. 2. Identify and locate the following BMP structures for the owner. Vegetated Filter Strip Vegetative Swale Extended Dry Detention Basin 3. After completion of construction, BMP owners must routinely inspect BMP's to verify that all BMP components are functioning as designed and are not in danger of failing. All BMW's need maintenance to function as water quality and quantity enhancements. Maintenance can range from mowing grass to removing collected sediment out of the treatment area. BMP owner is responsible for the maintenance of the BMP and any costs associated with maintaining the BMP. 1. BMP Owner shall keep the BMP free from litter, woody growth, and shall mow the Vegetated Filter Strip when needed, but average grass blade height in Filter Strip shall not exceed six (6) inches. Refer to the inspection and maintenance guidelines for further clarification. 2. Sediment that collects in the BMP shall be removed when it adversely affects the ability of the BMP to perform as a water quality control device. This occurs when sediment muses runoff to concentrate within the filterstrip and a nice even lawn can not be maintained. PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DAZE saMlnoATE THIS DRPMNc AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED An REPRODUCED. IN W ONE OR IN PART, 'MTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORA TON COPYRIGHTED BY THE SCHNEIDER CORP.(2014) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. coon Civil Engineering GIS * LIS Land Surveying Landscape Architecture 0 1� w z I o 1� 2 E aU x Z o POP A a PP -- m E. v W q y a d y /1) yi U IJO`µy L co cO y ex U m �. Z EL C/] A03 08 19 PRO2E 2CT z 017 ORAAN uG CHEQFED BR CAJ MIRK SHEET TITLE. STORMNATER POLLUTION PREVENTION PLAN DRAWNG I rs. RUD AME wmti SIR n AmmrTr.e,eq., SHEET NO.: (CA0n asxrrmo 0 m V IL ail E F 0 Q. is RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City ofCamrel ((}} �01NGI wxcAlaA�L DATE: 11/13/19 STORMWATER POLLUTION PREVENTION CHECK LIST SECTION A AL Plan Index provided herewith. A2 ll"07" Exhibit denoting boundaries and streets as applicable is provided separately. A3 Project Narrative describing the nature and purpose of the project: This project will add a trailhead to Central Park along the Monon and also redesign of the west receiving area with additional staff parking. A4 Vicinity Map: Denoted on Sheet C001. A5 Legal Description of Project Site: See Sheet ONE. A6 Location of all proposed site improvements: See sheets C101 to C102. A7 14 Digit Hydrologic Unit Code: 05120201090040 k State or Federal water quality permits: None A9- Specific points where storm water discharge will leave the site: See Sheets C201-C202 for specific locations. A10 Location of all wetlands, lakes & water courses on and adjacent to site: See Sheets C201-C202. All Receiving Waters: Carmel Creek and White River. Al2 Identification of potential discharges to groundwater. Excavation pits can be potential sources of discharge into groundwater. There is a potential for discharges into ground water from sediment resulting from exposed soils, leaves, mulch, and vehicular sources if a significant rain event occurs while excavations are open. A13 100-Year Floodplains, Floodways and Flood Fringes: The project site is located in Zone X per FIRM 1801 A14 Pre -Construction and Post Construction Peak Discharge: 10yr Pre -Construction Peak Discharge = N/A 100yr Post Construction Peak Discharge = N/A ALS Adjacent Land Use North: Park and Recreation South: Park and Recreation East: Park and Recreation West: Park and Recreation A16 Locations and approximate boundaries of all disturbed areas: See Sheet C301 for locations. A17 Identification of existing vegetative cover: See Sheet ONE. A18 Solis Map including descriptions and limitations: See sheet C803 for soils map, description and limitations. AL2 Locations, size and dimensions of proposed storm water systems: See Sheet C201-C202 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: None A21 Locations of Soil Stockpiles: See Sheet C301. A22 Existing site topography See Sheet ONE for existing site topography (site as it exists after previously completed mass grading.) A23 Proposed final topography. See Sheet C201-C202 for proposed site grading and drainage patterns. STORMWATER POLLUTION PREVENTION CHECK UST SECTION B @L Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. B2 Sequencing of storm Water quality implementation relative to land disturbance activities: This plan has been created in an effort to eliminate sediment from leaving the Central Park Troilheod & West Receiving parking lot project during construction and to protect the adjoining properties and the Carmel Creek watershed. See Sheet C301 for specific construction sequencing instructions. B3 Stable construction entrance locotion(s) and specifications. See Storm Water Pollution Prevention Plan Sheet C301 for location and Sheet C803-0804 for construction entrance details and specifications. Additional Text and instructions can be found on this sheet. a Sediment control measures for sheet flow areas: Silt Fencing. See Storm Water Pollution Prevention Plan Sheets C301 for locations of sediment control measures from sheet flow and Sheet C803-CB04 for construction details and specifications. Additional information can be found on this sheet to the right. B5 Sediment control measures for concentrated flow areas: Coil fiber log check dams. See Storm Water Pollution Prevention Plan Sheet C301 for locations of sediment control measures and Sheet C803-C804 construction details and specifications. Additional information can be found on the right side of this sheet. K Storm sewer inlet protection measures, locations and specifications: See Storm Water Pollution Prevention Plan Sheet C301 for locations of inlet protection measures and Sheet C803-C804 construction details and specifications. Additional information can be found on the right side of this sheet. B7 Runoff control measures: Coir Fiber Log Check Dams. See Sheet C301 for locations and Sheet C803-C804 for details and specifications. B8 Stan Water outlet protection specifications: Rip Rap. See Storm Water Pollution Prevention Plan Sheet C301 for locations of storm water outlet control measures and Sheets C801-CS03 for construction details and specifications. U Grade stabilization structure locations and specifications: NONE. B10 Location, dimensions, specifications and construction details of each storm water quality measure: See Storm Water Pollution Prevention Plan Sheets C301 for locations of various storm water quality measures and Sheets C801-C803 for construction details and specifications. W1 Temporary surface stabilization methods appropriate for each season: See Storm Water Pollution Prevention Plan Sheets, C301 and C801-CB03 for temporary surface stabilization guidelines and specifications. B12 Permanent surface stabilization specifications: See Storm Water Pollution Prevention Plan Sheet C301 for locations of permanent surface stabilization measures and Sheet C801-CB03 construction details and specifications. STORMWATER POLLUTION PREVENTION CHECK LIST STORMWATER POLLUTION PREVENTION CHECK LIST SECTION B SECTION B Material handling and spill prevention plan: B14 Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. NNNaviaable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any storm water (even normally dry wash or storm sewer) that eventually drains into a navigable stream} Plan Review and Amendements: This Plan shall be reviewed and/or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the sites potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water: White River 2. Drainage System: XX 3. Possible Spill Sources: Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: There will be NO above ground or under ground storage tanks or facilities at this site. The facility will not use domestic water or sanitary services. Alert Procedures for Soills 1. Any personnel observing a spill will immediately initiate the following procedure: a.) Dialing "0" from any telephone. III Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. II Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317-233-7745 Toll Free 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel c.) Notify the Fire Department Phone: 9-1-1 d. Notify Department the Police D artment Phone: 9-1-1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and oil spills have been eliminated. g.) Cooperate with the IDEM-OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer/Contractor shall be continually kept informed and maintain lists of qualified contractors and available Vac -trucks, lank pumpers and other equipment readily accessible for clean-up operations. In addition, a continually updated list of available absorbent materials and dean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for Prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and/or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. Monitoring and maintenance guidelines for pollution prevention measures: Call Fiber Lag Check Dame Requirements: 1. Material: As specified on plans or approved equal. 2. Anchoring: Use 2" x 2" woods stakes with pre -installed groove to anchor rope binding. 3. Rope binding shall be per manufacturers recommendations. Installation: 1. Grade the site as specified in the construction plans. 2. Add topsoil where appropriate. 3. Cut in groove to receive coir fiber log. 4. Place log in groove with bottom set a minimum of 4 inches below finish goods. 5. Make sure log length is enough that both ends of log extend up slope to a point above normal flow elevation. 6. Install anchor stakes a maximum of 4 ft. on center on both sides of log. 7. Install rope lashing from stake to stake per manufacturer's recommendations. 8. Prepare the seedbed, fertilize (and lime, if needed), and seed the area immediately after grading. Maintenance: 1. During vegetative establishment, inspect weekly and after significant storm events of 0.5" or more. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Sit Fence (Sediment Fence) Requirements: Drainage area: Limited watershed area to 1/4 acre per 100 ft. of fence; further restricted by slope steepness Location: Fence nearly level, approximately fallowing the land contour, and at least 10 ft. from Lae of slope to provide a broad, shallow sediment pool. Installation Requirements: 1. Trench: 8 in. minimum depth, flat -bottom or V-shaped, filed with compacted soil or gravel to bury lower portion of support wire and/or fence fabric. 2. Support posts: 1 1/4" x 1 1/4". hardwood posts (if used) or steel fence posts set at least 1 ft. deep. (Steel posts should have projections for fastening fabric.) 3. Spacing of posts: 8 ft. maximum if fence supported by wire, 6 ft. for extra -strength fabric without wire backing. 4. Fence height: High enough so depth of impounded water does not exceed 1 1/2 ft, at any point along fence line. 5. Support wire (optional): 14 gauge, 6-in. mesh wire fence (needed if using standard -strength fabric). Fence fabric: Woven or non -woven geotextile fabric with specified filtering efficiency and tensile strength and containing UV inhibitors and stabilizers to ensure 6-mo. Minimum life at temperatures 0- 120T. Maintenance: 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during clean out. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize. Erosion Control Blanket Requirements: Material: As specified on plans or approved equal. Anchoring: Per manufacturers recommendations for intended use or per plan specifications. Installation: 1. Select the type and weight of erosion control blanket as directed on plans. 2. Grade the site as specified in the construction plans. 3. Add topsoil where appropriate. 4. Prepare the seedbed, fertilize (and lime, if needed), and seed the area immediately after grading. 5. Following manufacturers directions, lay the blankets on the seeded area such that they are in continuous contact with the soil and that the upslope or upstream ones overlap the lower ones by at least 8 in. 6. Tuck the uppermost edge of the upper blankets into a check slot (slit trench), backfill with soil, and lamp down. 7. Anchor the blankets as specified by the manufacturer or as specified in the plans. Maintenance: 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re -seed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Temporary Construction Entrance/Exit Pad Requirements: 1. The construction entrance shall be located off of the existing parking lot as shown on the plans. If muddy conditions result in tracking on Road, clean up immediately and add "wheel wash area." 2. Moteriol for Gravel Construction entrance and/or Wheel Wash Area: 2-3 in. washed stone (INDOT CA No. 2) over a stable foundation. Thickness: 8 in. minimum 3. Width: 30 ft. minimum or full width of entrance/exit roadway, whichever is greater. 4. Length: 150 ft. or as the site will accommodate minimum. The length can be shorter for small sites. 5. Washing Facility. Level area with 3 in. washed stone minimum or a commercial rack, and waste water diverted to a protected area such as a sediment trap, basin, or area protected by coir logs. 6. Geotexlile fabric underlines. May be used under wet conditions or with soils with a high seasonal water table to provide greater bearing strength. Installation: 1. Avoid locating on steep slopes or at curves in public roads. 2. Remove all vegetation and other objectionable material from the foundation area. Grade and crown for positive drainage. 3. If slope towards the road exceeds 27, construct a 6-8 in. high water bar (ridge) with 3:1 side slopes across the drive area about 15 ft. from the entrance to divert runoff away from the road into protected sediment basins. 4. Install pipe under the drive if needed to maintain proper public road drainage. 5. Place geotextile fabric on the ground foundation prior to stone placement to improve stability. 6. Place stone to dimensions and grade shown in the erosion and sediment control plan, leaving the surface smooth and sloped for drainage. 7. Divert all surface runoff and drainage from the stone drive to a sediment trap or basin. Maintenance: 1. Inspect entrance drive and sediment disposal area weekly and after storm events or heavy use. 2. Reshape drive as needed for drainage and runoff control. 3. Top dress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. Rpprop Requirements: 1. Rock: Hard, angular, and weather -resistant, having a specific gravity of at least 2.5. Gradation: Well -graded stone, 50% (by weight) larger than the specified d50, and no more than 15% of the pieces (by weight) should be less than 3 in. Filler. Use geotextile fabric for stabilization and filtration. Slope: 2:1 or flatter, unless approved in the erosion and sediment control plan. Minimum Thickness: three times the specified d50 stone diameter. Installation: Subgrade Preparation: 1. Remove brush, trees, stumps, and other debris. 2. Excavate only deep enough for both filter and riprop; over -excavation increases the amount of spoil considerably. 3. Compact any fill material to the density of the surrounding undisturbed soil. 4. Cut a keyway in stable material at the base of the slope to reinforce the toe; keyway depth should be 1-1/2 times the design thickness of the riprop and should extend a horizontal distance equal to the design thickness. 5. Smooth the graded foundation. Filter Placement: 1. Place geotextile fabric on the smoothed foundation, overlap the edges at least 12 in., and secure with anchor pins spaced every 3 ft. along the overlap. Riprap Placement: 1. Immediately after installing the filter, add the riprap to full thickness in one operation. (Do not dump through chutes or use any method that causes segregation of rock sizes or that will dislodge or damage the underlying filter material.) 2. If fabric is damaged, remove the riprap and repair by adding another layer of fabric, overlapping the damaged area by 12 in. 3. Place smaller rock in voids to form a dense, uniform, well -graded mass. (Selective loading at the quarry and same hand placement may be needed to ensure an even distribution of rock material. 4. Blend the rock surface smoothly with the surrounding area to eliminate protrusions or overfills. Maintenance: 1. Inspect periodically for displaced rock material, slumping, and erosion at edges, especially downstream or downslope. (Properly designed and installed riprap usually requires very little maintenance if promptly repaired.) B15 Erosion & sediment control specifications for individual building lots: NONE STORMWATER POLLUTION PREVENTION PLAN INDEX SECTION C Cl Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated store runoff temperatures, acid rain pesticides and pathogens. a Sequence describing storm water quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Storm Water Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and coir log check dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment/pollutants will not enter the downstream ditch and creek system. 3. It is recommended that any proposed wetland areas and plantings (if any) be constructed/placed after final grading and sufficient vegetative growth has been established to a point where sediment/pollutants will not enter the proposed wetlands. C3 Description of proposed post construction storm water quality measures: Site and facility design for storm water quality protection on this site employs a multi -level strategy consisting of: 1. Controlling sources of pollutants. 2. And treating contaminated storm water runoff before discharging it into the adjacent lagoon system. Storm water quality measures for reducing, eliminating or controlling pollutants (source controls) include: 1. Grass Filter Strip: This BMP will filter and encourage infiltration while runoff is still in sheet flow. 2. Level Spreader Weir: This BMP allowes for sheet flow and small event infiltration. On larger events, stone will filter the runoff and encourage infiltration. 3. Outlet Control Structure Sump: This BMP will delay runoff long enough to encourage suspended solids and pollutants to drop out before runoff enters the storm system. 4. Extended wetland/Detention Basin: This existing BMP will delay runoff long enough to encourage suspended solids and pollutants to drop out before runoff enters regulated drain. 5. Permanent erosion control seeding and plantings 6. Outlet protection & velocity dissipation devices 7. Mulching It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of storm water quality measures: See Storm Wotan Pollution Prevention Plan Sheet C301 for locations of permanent storm water quality measures and Sheet C801-C803 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. r�� Indiana 8�� beforeCall PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION 17.1i;W,TOTIIMWI THIS DRAWING AND WE IE CONCEPTS CONTAINED [ r P INTELLECTUAL PROPERTY OF HL 1 CORPORADI AND ARE NOT TO RC REPRODUCED, IN WHOLE OR IN PART. ;: THE WRITTEN CONSENT Or TIE SCIIF_ CORWORAnon COPYRIGHTED Rr THE SCHNEIDER CORP.(2m4) lb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidereorp.com Civil Engineering GIS • LIS Land Surveying Landscape Architecture �Cg Ei I W `J m o WIT acc x Q a�CJ a as E� s d `� N Gil x zA a= A s ` m yi rn cc U In Ei �IM Z..i DATE PROJECT NO 03 O8 19 2722.017 DRAWN BY CHECKED SO CA) MIRK SHEET TITLE STORMIfAM POLLUTION PNEVM0N DETAILS FEARING FILES- FUJI .ww wro�w-a.Iw HEFT No C(S®n OFSHEFMO E E 0 ED. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of CwNnel �w;1,v�law><,aAS� DATE: 11/13/19 ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE AND EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles/equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and/or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment doily at startup for leaks, and repair immediately. Kee vehicles and equipment cleam do not allow excessive build—u of P� P oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Property dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Implementation Description and Purpose The following steps will help keep a clean site and reduce stormwater pollution: Vehicle equipment fueling procedures and practices are designed to Select designated waste collection areas onsite. prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling Inform trash —hauling contractors that you will accept only watertight dumpsters for onsite use. in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper Inspect dumpsters for leaks and repair any dumpster that is not watertight. fueling procedures. Provide an adequate number of containers with lids or covers that can be placed over the container to Limitations keep rain out or to prevent loss of wastes when it is windy. Onsite vehicle and equipment fueling should only be used where it is Plan for additional containers and more frequent pickup during the demolition phase of construction. impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Collect site trash daily, especially during rainy and windy conditions. Stabilized Construction Entrance/ Exit. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Implementation Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, Use offsite fueling stations as much as possible. These businesses are additives, curing compounds) are not disposed of in dumpsters designated for construction debris. better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling fueling area at a site. contractor. Discourage "topping —off" of fuel tanks. Arrange for regular waste collection before containers overflow. Absorbent spill cleanup materials and spill kits should be available in Clean up immediately if a container does spill. fueling areas and on fueling trucks, and should be disposed of properly after use. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal Drip pans or absorbent pads should be used during vehicle and areas. equipment fueling, unless the fueling is performed over an impermeable Collection. Storage. and Disposal surface in a dedicated fueling area. Littering on the project site should be prohibited. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations Train employees and subcontractors in proper fueling and cleanup where workers congregate for lunch and break periods. procedures. Litter from work areas within the construction limits of the project site should be collected and placed Dedicated fueling areas should be protected from stormwater runon and in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain runoff, and should be located at least 50 It away from downstream inlets, stormwater drainage systems, or watercourses. drainage facilities and watercourses. Fueling must be performed on level —grade areas. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by Protect fueling areas with berms and dikes to prevent runon, runoff, the project. and to contain spills. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be P 9 P Construction debris and waste should be removed from the site biweeklyor more frequently as needed. q y left unattended. Federal, state, and local requirements should be observed for any Construction material visible to the public should be stored or stacked in an orderly manner. stationary above ground storage tanks. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from Inspection and Maintenance site surfaces. Vehicles and equipment should be inspected each day of use for leaks. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses Leaks should be repaired immediately or problem vehicles or equipment and should not be located in areas prone to flooding or ponding. should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Inspection and Maintenance Immediately clean up spills and property dispose of contaminated soil Inspect and verify that activity —based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued and cleanup materials. BMP implementation. SOLID WASTE MANAGEMENT Inspect BMPs subject to non—stormwater discharge daily while non—stormwater discharges occur Description and Purpose Inspect construction waste area regularly. Solid waste management procedures and practices are designed to Arrange for regular waste collection. prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas DE —WATERING AND PUMPING OPERATIONS and containers, arranging for regular disposal, and training employees and subcontractors. Description and Purpose Suitable Applications De —watering operations are practices that manage the discharge of pollutants when non—stormwater and accumulated precipitation must be removed from a work location so that This BMP is suitable for construction sites where the following wastes construction work may be accomplished. are generated or stared: Suitable Applications Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building These practices are implemented for discharges of non —storm water from construction sites. P P 9 construction Non—stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work Packaging materials including wood, paper, and plastic area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction Scrap or surplus building materials including scrap metals, rubber, site. plastic, glass pieces and masonry products Limitations Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP Construction wastes including brick, mortar, timber, steel and metal only allow for minimal settling time for sediment particles. Use only when site conditions restrict scraps, pipe and electrical cuttings, nonhazardous equipment parts, the use of the other control methods. Dewotering operations will require, and must comply with, Styrofoam and other materials send transport and package construction applicable local permits. materials Implementation De —watering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during de —watering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. PUMP ;CHAR HOSE ;H:7:\41N:7:Telyl�l Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non —woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rack filter bed or straw/hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. J FLOW SEWN IN - SPOUT — WATER PUMP DANDY ^/ DEWATERING BAG FILTERED 15'x15' DANDY DEWATERING WATER BAGS, CAPABLE OF FLOW RATES TIE DOWN STRAP EQUAL TO OR GREATER THAN 95 GAL./MIN/SQ.FT OR PUMP DISCHARGE HOUSE APPROVED EQUAL. FILTERING PAD TO BE 25'x25' IN LOCATIONS AS in REQUIRED TO KEEP SEDIMENT FROM ENTERING WATERS OF THE U.S. DO NOT ALLOW DISCHARGE TO FLOW DIRECTLY TO WATERS OF U.S. (1) 6' COURSE J #8 WASHED STONE FILTERING PAD. SUBGRADE OVERSIZED STONE COBBLE AT OUTLET. IN ADEQUATE QUANTITIES TO PREVENT EROSION. —50' MIN. VEGETATED BUFFER BEFORE DISCHARGE ENTERS CREEK. IF NO BUFFER, INSTALL TEMPORARY SEDIMENT BASIN. NOTE: CONTRACTOR IS RESPONSIBLE FOR DETERMINING HOW MANY DEWATERING BAGS ARE REQUIRED, THE LOCATION AND THE NUMBER AND SIZE OF PUMPS REQURIRED. IF CONTRACTOR FEELS THAT THE 15'x15' FILTERING PADS ARE INADEQUATE TO HOLD ENOUGH BAGS, HE SHALL DISCUSS ADDITIONAL LOCATIONS AND SIZES WITH THE ON —SITE ENGINEER. WHEN DEWATERING BAG IS FULL OF SEDIMENT, REMOVE BAG AND DEPOSIT SEDIMENT IN A LOCATION DETERMINED BY THE ON —SITE ENGINEER. DANDY DEWATERING BAG"' SPECIFICAIRONS NOM THE WHIN DEMBERHG Bob WILL rE MANUFACTURED IN THE LLSA FROM A NONNVrEN PCLWMWTIIIIE FNRL THAT IFERS OR INCEEDS THE FOLLOWING SFECFlGTONS: BRADY mvATERiNG BAG `W It"M &�. P,B,I8JVnV As I A I - DANDY DEWATERING BAG DE -WATERING PRACTICES DETAIL e C802 NOT TO SCALE Indiana8�� PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DAIS SIGNSI THIS DRAWING AND WE IE CONCEPTS CONTAINED HERFIR AP INTELLECTUAL PROPERTY OF MIT CORPORATION, AND ARE NOT TO BE ✓_ REPRODUCED, IN WHOLE OR IN PART. ;:i- THE WRITTEN CONSENT CE THE SGNc CORPORATOR COPYRIGHTED AT THE SCHNEIDER CORP.T2m4) f4lb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidereorp.com Civil Engineering CIS • LIS Land Surveying Landscape Architecture Ei AMCIQ W �N.RDO `J ZoWIT m o a a GOa � x Qli a� E: a E� s d `� N Gi II�� 0 I� yi rn Go U n Ei � U DATE PROJECT NO.: 03 O8 19 2722.017 DRAWN BY CHECKED SO CAJ MIRK SHEET TITLE STORNNAT®t POLLUTION PRPVMON DETAILS D,uWwD =ILE FlImAME AN HIT Aw m m C8®2 GFSHEFTNO 0 U E Z tl m 0 RELEASED FOR CONSTRUCTION Subject to compliance with all regulaams at State and Local Codes City of Calmed DATE:: 11 /13/19 NOTES 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRICK TO ANY CONCAEIE PLACEMENT W The following steps will help reduce storm water pollution from concrete wastes: SHE. 2. SIGNS BALL BE PLACED AT ME CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA 1. Discuss the concrete management techniques described in this BMP (such as handling of AND ELSEWHEREI INDICATEM OF ME CONCRETE concrete waste and washout) with the ready -mix concrete supplier before any deliveries are iO OPERATORS CONCRETE IDUCKS AND POMP made. 3. ME CONCRETE WASHOUT AREA SHALL BE REPAIRED AND DIARC,ED OR CLEANED BUT AS NECESSARY TO MAINTAIN CAPACTY FOR WASTED CONCRETE 2. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. 9 4. AT ME END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM ME STE AND DISPOSED BE AT AN APPROVED WASTE SITE. 3. Store dry and wet materials under cover, away from drainage areas. 4. Avoid mixing excess amounts of fresh concrete. QANUWCwTM� MsPeLT BE SEEDED AND IN REMOVED. ANNIwAPROVED Y ME 5. Perform washout of concrete trucks offsite or in designated areas only. INSPECRR. 6. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. 7. Do not allow excess concrete to be dumped onsite, except in designated areas. 8. For onsite washout: - Locale washout area at least 50 feet from storm drains, open ditches, or water bodies. EMYIENE UNING - Prevent pollution runoff from this area by constructing an above ground MIL THIN LINING containment pit or bermed area large enough for liquid and solid waste. ° z WOW oRS aWR NE J20r - Wash out wastes into the temporary containment pit where the concrete can set, �mj PEe eALE WAEIWPINS OR be broken up, and then disposed properly. WASHOS ro SECURE - Avoid creating runoff by draining water to a bermed or level area when washing m w eVEDI To concrete to remove fine particles and expose the aggregate. FLOW - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the , X -x x trash_ STRAW BALE SILT FENCE x TOPSOIL STOCKPILE x x 10 t TYPICAL TYPICAL TOPSOIL SCALE STOCKPILENOT TO e C803 NOTE 1. START BLANKET AT TOP OF ME SWALE AND ROLL IN ME DIRECTION OF NE WATER FLOW IN ME SWALE. REFER TO MWUFACMRE'S RECOMMENDARWS FOR CHANNa PLACEMENT AND STAPLE PATTERNS. 2. ME STAPEE/STIIE LOCATIONS ON ME EDGE OF ME BLWKET SHALL BE INSET 2' TO 5' FROM THE B A KET EDGE B C D E SON TO INDICATE THE PLAN ENTRENCHED 4' LOCATION a ME INTO GROUND COHCFETE WASH AREA. POLII VENE DINING - 10 NIL NICK DINING TO STAKED D66 OVER ME BALES METAL PINS OR STARES STRAW BRIE TO SECURE ME PO1EIH E TO ME COMPACTED STRAW BALES BINDINGS FOR SOL TO STRAW BALES PREVENT - - - ro EE PLACID PIING CTYPACTm ECI PARALLEL TO Map Unit Legend If r+ l "R" 01 MAIN BALE ENTRENCHED 40 PROFILE V INTO GROUND NOTE: CONTRACTOR SAML MONDE MOTION& WASHOUT SMUCNRES OR LARGER STRUCTURES IF REWRIEO ABOVE GROUND CONCRETE UNGTHWN�� MG Wall. IA auetFW, mn Ae IEplr®la WASHOUT AREA e n�'a®'a Ril NOT TO SCALE C803 L>T 1 ME EDGES OF ME EC BRACKET SHOULD BE OVERLAPPED Y-54 . 2 ON SLOPE APPUCAIONS, ME TOP OF THE BUNKET SHOULD BE'SLOPED IN' ABOVE ME BREW OF ME SLOPE OR AT A MINIMUM, STARED IN PUCE WM STARES 6' APART ON ME END OF ME BLANKET. -J/ - INS " 6 „ 3 ^' 7 4 ROLE BLANKETS OUT ME BUMIET SHOULD IN DIRECTION O THE ENDS OF THE NOT BE STRETCHED BUT -,:PEER- WATER ROW. ' BLANKETS %WED BE ALLDNM TO LAY LOOSELY OVERUNPED 4 - 6' IN A M ME sal SURFACE TO "SHINGLE ERECT. ACHIEVE MAXIMUM f BLAKET to COIL CONTACT. Vzz 6 OF ME PREPABED,O MG \ ARPUCATON OF LIME, OQ� ate.... EDTLIZER AND SEED SHOULD BE CONDUCTED 7� AS NORMAL PRIOR TO ROIL BLANKETS INSTALLATION O MARKET. _ OUT IN DIRECTION /.. OF WATER FLOW. 5 EROSION CONTROL BLANKET: NORTH AMERICAN GREEN SHALL BE S75BN IN HIGH MOODY CHANNEL APPLICATIONS, CHECK SUMS %DOUG BE ESTABLISHED a AS INDICATED ON THE PLANS. STAPLES ON MY 35 - W. ME SLOTS SHOULD BE S75BN TO BE PER MANUFACTURER'S DEEP STApl D INN ME BOTTOM OF rr ESLOTT RECOMMENDATIONS. MEN BACKFALED AND SEEDED. EROSION BLANKET INSTALLATION e NOT TO SCALE C803 STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING FRDSID CONTROL MATTING WEEKLY. AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION 1 WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD &LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF INLET PROTECTION N A AF ER ALL AKLAC DRAINING 10 1 NEST AREAS ARE STABILIZED REMOVAL OF SILT FENCE I N/A I ATILK ALL AREAS UHAININU 10 DIESE AREAS ARE SIAHILZIEDL ' Indiana8ls!e � Callbefore • • e SAW D . NTION Nora srwas AID H nc uW saF sme wM o.as- uA xaax POPE. 1. REMOVE SEDIMENT, DEBRIS ICE AND SNOW FROM ME INLET GATE SURFACE AND SURROUNDING AREA. 2 VERIFY AT BY PLACING fIM OVER INLET GRATE TO ENSURE MAT INLET ALTER EXTENDS AT LEAST ONE INN BEYOND ME CASTING MRS. ME OV134AP SLOWS WATER ROW AND STARTS FILTERING SEDIMENT AND DIMUS BEFORE WATER DROPS HIM ME MEET ME USER IS RESPONSIBLE FOR PROPER INSTALIARW. 3. POSITION ME MAR. PUCE INLET FILTER ON MATE WITH ME NET SIDE DOWN, FLUSH to ME BACK EDO AND EXTENDING BEYOND ME CRAZE OPENING W ME FRONT AND FLAT STREET OR PAVNG GRATE 8 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE WITH OVERFLOW CUT-OUT 8 ZIP TIES AND HOLD-DOWN PADS NTM M Lac Mm s A i smai NOT DAM o803 BON SOS ME DP TIES ATTACH NET ALTER TO ME INLET GRAM COVER WMOUT LIFTING THE CRAZE COVER. 4. INSERT ZIP TES OF INLET RUDER SLIGHTLY TO ENABLE YOU TO SEE ME FIRST CRATE BAR FROM ME EDGE OF ME GRAM COVER. PUSH ME POINTED END BE A SCREWDRIVER MROUGH INLET ALTER TO CREATE A PILOT HOE TO ME SIDE W THE CRATE BAR PUSH THE POINTED ENO OF OR RE THROUGH HOE IN HJUDEDOWN PAD AND INCH THROUGH THE INLET PLTm. MIND ABOUT 3' OF ME END O ME ZIP TIE BACK ON ITSELF AND STEP ON ME FOLD TO FORM A HOOK SNARL THE LOOK SHAPE MAKES IT EASIER TO GRAD ME END AFTER LOOPING UNDER ME GRAZE BAR. NOW LOOP ME Be LIE UNDER ME CRAM BAR AND PULL UP: INSERT POINTED ENO W BE IN BOTTOM O CUT OUT STREET CURB INLET GRATE 7 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE 8 ZIP TIES AND HOLD-DOWN PADS INLET ALTER ABOUT 2 INCHES MGM ME EAST ENTRY POINT AND PUSH UP AND THROUGH FILTER AND SECOND HOLE IN HOLD-DOWN PAD. 5. MAINTAIN ZP TIES AFTER ATTACHING ALL OF ME ZIP TES, BE -Poem INLET ALTER TO COMPLETELY EVER AND OVffdAP ME (RAZE PULL FREE END O DP -TIES HAND Ian TO ANCHOR INSET PETER TO ME GRATE CUT OFT FREE END W ➢P TIES TO LEAVE A I- TALL 6. EXTREME ROW INSTALLARW REQUIRE- MENTS. SOLE MUNICIPALITIES REWIRE EXPOSED OVERFLOW. MEN LOCAL REGULATIONS. IDPOSNG ME EMERGENCY OVERFLOW ALLOWS UNFILTERED ROW WHEN WATER WPM UMN INLET FILLER HEIGHT. IF FECESSARY, CUT NET FILLER WIN A KNIFE OR SHEARS TO EXPOS THE UPPER PORTICO OF ME OVERFLOW SECTION. ALLOW ME STANDARD OVERUP W All FOES O INLET RLFFR BEFORE CUTTING. AINMNANCE INLET FILTER WILL COLLECT A )T OF SEDIMENT. SWEEP TOP AND SIDES ° INLET ALTER TO REMOVE SEDIMENT AND EBBS AFTER EACH I/2' RAIN EVENT. IN 15E OF STANDING WATER AT INLET, MEEPING AWAY BUILT-UP DEBRIS ALLOWS AM TO MAN THROUGH INLET ALTER. SILT FENCE Silt Fence shall be a machine produced, woven geotextile fabric. ■ ■ All stakes shall be 1 1/4" X 1 1/4" hardwood 36' tall with 24" tall lath stapled to stakes over fabric as reinforcement. Textile Strength O 20% elongation ........................ 30 Ibs. par linear Inch SILT FENCE JOINT WRAP DETAIL UV Resistance..................................................... > 70 z Filtering efficiency.................................................... 85% Slurry Flow Rate ...................................................... 0.3 gpm/sq, ft Water Flow Rote ....................................................... 15 gpm/square A pT IIW I/C X I-I/4' POSE' '" "' ' T' ERNE, 1 FILTER FABRIC ROW ANCHOR WORT 1' MINIMUM GENERAL NOTES: I. FLIER FABRIC FENCE SHALL BE A MINIMUM OF MR IN MOM. 2 TURN SHE FENCE UP SLOPE AT ENDS TEMPORARYSALT FENCE NOT D e C803 ADDED POSTING BOX (MAILBOX) MIN. SZE WNW x U?d tj��HADWARE \ PpIN1ED, GPLVANIiED ALUMHNOM HARDWARE NOMINAL 4%4' POST BRACKET (TREATED) END MEW SIDE MEW RATES POSTING BOX (MNLBOX) MIN. SZE 10'w x Wil WOW POST@ METAL BRACK (SE12 Naps: 1. NPDES POSTING BOX SHAll CONTAIN ALL APPROVED NAMES KNIT DOCUMENTS, PLANS, SPECS MIA M AND OPERATOR AND MNNIENABCE TJWr MANUALS IN. NPDES SWP3 POSTING BOX e C803 SCALE: NONE Low Stature Pralde Mix Greases Botanical Name Common Name OUnceatACre Boutelouacurtipendula Side -Oats Grama 32 Carex iicknellii Praise Oval Sedge 2 Carex muhlenbergii Sand-Bracted Sedge 2 Elymus canadensis Canada Wild Rye 32 Elymus virginicus Virginia Wild Rye 4 Schizachydum scopanum Little Bluestem 48 Spombolus heterolepis Prairie Dropseed 8 Total 128 Portion; Botanical Name Common Name Ounces/Acre bhinacea purpurea Purple Coneflower 8 Helianthus occidentalis Western Sunflower 3 Monardafistulosa Bergamot 1 Penstemon digitalis Foxglove Beardtongue 3 Total 15 LOW STATURE PRAIRIE SEED MIX e SCALE: NONE C803 Species Seeding Rate Suitable pH Site Suitability** Ibs/acre Ibs/1000 sq. ft. Very Dry Well Drained Wet INSTALLATION KIT INCLUDES: Lawns Areas 8 ZIP TES 1. Kentucky Bluegrass* 210 4.8 5.5-7.0 1 8 HOD -DOWN PADS +Common Oat 38 0.9 AND INSMUCTWS. +Annual Wheat 19 0.45 THE HOLD-DOWN PADS SPREAD ME 2. Turf Type Tall Fescue* 250 5.75 5.5-7.5 2 1 2 PRESSURE FROM TIGHTENED ➢P TIES +Kentucky Bluegrass* 45 1.00 S(ETCHES SHOW PROPER INSTALLATION. +Common Oat 38 0.9 +Annual Wheat 19 0.45 Ditch Areas 3. Turf Type Toll Fescue* 225 5.2 5.5-7.5 2 1 2 +Virginia Wild Rye* 30 0.7 +Kentucky Bluegrass* 30 0.7 +Common Oat 38 0.9 +Annual Wheat 19 0.45 * Tempporary Oats and Wheat not required if planted between February 1 COIR FIBER MAT and September 15. 1 -Preferred 2 -will Tolerate INLET PROTECTION e PERMANENT SEED MIX C803 NOT TO SCALE e SCALE: NONE C803 PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DAIS SGNEDDATF THIS DRAWING AND WE IE< CONCEPTS CONTAINED NERR+ I INTELLECTUAL PROPERTY(H TIL CORPORAnON, AND ARE NOT TO BE REPRODUCED, IN WHOLE OR IN PART. ;. THE WRITTEN CONSENT OF THE SGILLL CORPORALON COPYRIGHTED Br THE SCHNEIDER CORP.E2m4) f4lb Schnei& r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn a idercorp. cam Civil Engineering GIS * LIS Land Surveying Landscape Architecture �C7 ERi I� a GO a x di a� C IYm-I ERR-4s d `� Go Gi f- a W C MRRRRI TW m rn ro U ERRRRii ZERRRRii m DATE: PROJECT NO.: 03 O8 19 2722.017 DRAWN BY CHECKED DO CA) MIRK SHEET TITLE'. STONMWAM POLLUTION PUEVENTION DETAU3 DRAWING FILES- 11ENMIE eXewu-peAaws-wNy a .wamr.�exxxw SHEET NO.: (:8®3 "ENO Botanical Name Common Name Oz./Acre 0 0 0 m V E 0 0 N E E 6 OR RELEASED FOR CONSTRUCTION Subject to compliance with all regulaems of State and Local Codes City offCamel (} �AnXA�\D.w1,1aA.6L DATE: 11 /13/19 Meet or Rye Data Annual Ryegraee Non -Irrigated Irrigated Dormant Seeding Temporary Seeding and Stubli:auan notes IIm aaan needed during this Perko. To control wassion at twee other aeon In the shaded area$, use mulch. • Late summerremains dates may be extended 5 Says If mulcIapplied. NOTE: MULCHING REQUIRED MHUI ACTUAL CaiDNONS HAMPER THE ESTABLISHMENT OF VECATAIIVE GROUND COVER. Temporary Sessings Kind of Seed 1000 Sq. Ft. Acre Remarks Meet w Rye 3.5 lbs. 150 line. Cover word Y to 1 1/2' ease Spring 01 15 RAN IN Ibe. cover wed r' deep Annual ryegraw 1.5 In 60 Ibe. Cover weed 1/4'deep TEMPORARY SEED MIX e SCALE: NONE C804 PLS Botanical Name Common Name Ounces/Acre Pennenent Grasses Andropogon gerardii Big Bluestein 64.00 Carex sparganioidex v. cephaloidea Rough -Clustered Sedge 24,00 Elymus canadensis Canadian Wild Rye 84.00 Panicum virgatum Switch Grass 24,00 Sorghastmm nutans Indian Grass 48.00 Total 244,00 Permanent GmssesTemoorary Cover Avena sativa Common Oat 600.00 Lolium multiflorum Annual Rye 300.00 Total 9OD.O0 Native Component PLS Ibs./Acre PLS Seeds PIS Seeds/S.F. Grasses 15.25 2192792 50.11 Total Natives 15.25 2182792 Sall Cover 56.25 9131483 209.63 Totals 71.5 11314274 259.74 NATIVE PRAIRIE SEED MIX e 804 SCALE: NONE SNOW FENCE DETAIL e C804 SCA1F: NONE MI Permanst Grasses/Sedges/Buehese Carex lurida Bottlebrush Sedge 4.00 Carex frankil Frank's Sedge 4.00 Carex vul inoideo Brown Fox Sedge 3.00 Eleocharis polustris Spike Rush 1.50 EI mus vir inicus Virginia Wild Rye 14.00 GI ceria stricto Fowl Manna Grass 2.00 Leersia oryzaides Rice Cut Grass 2.00 Sciripus atrovirens Green Bulrush 2.00 Scir us pungens Chairmakers rush 2.00 Scir us volidus Great Bulrush 4.00 38.50 Temporary Cover Avena active Seed Oats 360.00 Lolium multiflorum AnnualRyne 100.00 460.00 Forba Actinomeris altemifolia Win stem 0.75 Alisms EPEE Water Plantain, various 3.00 Ascle ias incomato Swamp Milkweed 4.00 Aster simplex Panicled Aster 1.00 Biome split. Bidens, various 2.00 Cassia hebecaripa Wild Senna 1.25 Eu atorium perfolicturn Boneset 1.00 Helenium outumnale Sneezeweed 2.00 Hibiscus EDE. Rosemallow, various 1.75 Iris vir inica shrevei Blue Flag Iris 3.50 Lobelia si hilitica Blue Lobelia 1.00 Ludwi is alternifolia Seedbox 0.25 Mimulus fingers Monkey Flower 1.50 Rudbeckia lociniata Wild Golden Glow Sa ittaria lalifolia Common Arrowhead Verbena hastato Blue Vervain 2925 Vernonia faseiculate Ironweed Mix Statistics Native Component PLS Ibe./Acre PLS Seeds/Acre PLS Seeia/I Ft. X of Native Mix Faroe 1.64 2,429.913 55.78 60.75% Grasses 3.88 1,569,978 36.04 39.25% Total Nattws 3.94 3,99OA91 91.82 100.00X Non -Native Fortis Cover 28.75 4,343,750 99.72 Totals 32.69 8,343,641 191.54 POND EDGE SEED MIX e NOT TO SCALE C804 NOTES 1. GEOTEXIILE UNDERPAYMENT TO BE MIRAR 18ON NON -WOVEN GEOTEXTUE OR APPROVED EQUAL 2. MINIMUM RIPRAP THICKNESS = 18'(SEE CHART) 3. ACTUAL RIP -RAP LAYOUT MAY VARY, SEE SHEET L101 FOR ACTUAL LAYOUT _ PIPE CULVERT D PLAN NEW PIPE 1 END SECTION CULVERT $ (SEE STR. / IN TABLE ABOVE) OVERSIZED COBBLE STONE & GEOTEXDLE ' UNDER END SECTION RIP -RAP GRADATION TABLE TOE SZE a STONE % TOTAL HEIGHT LAGER THAN GWN SIZE X 0 & 20 K SO UAK N 0% NOTE: DEPTH OF MR RAP STALL NOT HE UBS THAN 3 x dsg CROSS SECTION to A TO EDGE Or SAFETY LEDGE OVERSIZED COBBLE STONE & GEOTEXNLE (SEE NOTES) SEE DETAL 5AB10 FOR MAT DETAL STR # DID. B La W ON THICKNESS WI IT 42' 10' 12 to' 30' 611 12' 36' 6' 10' to' 24' 655 12' 36' 9' 10' Ica 24' 621 12' 36' 6' 10' 10' 24' CONCRETE END SECTION C804 NOT TO SCALE PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DATE 9CNEDDATE THIS DRAINING AND LIFE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUCTI INTELLECTUAL PROPERTY OF ME SCHNEIDER CORPORATION, AND ARE NOT To BE USED OR REPRODUCED, IN WHOLE OR IN PART MTHOUT THE WRITTEN CONSENT CE THE SCHNEIDER CORPORATION COPIRICITED 6Y THE SCHNEIDER CORP.(2014) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn eidercorp. cam Civil Engineering GIS M LIS Land Surveying Landscape Architecture ERRI 0 a l V CJ O RIP, owar IRRR 3 z GO �1 A<ERRIRRi d U a@ d /y 3ad s r Old AD x z o od a q al r-� P' U a J V W q N U a) ySa 3 C rQyj w ly I--i--1 rn CO U z E�CAI DATE'. PROJECT NO.: 03 08 19 2722.017 DRAWN BY CHECKED BY CAJ MRK SHEET TITLE STORMNA'f'Dt POLLUTION PREVENTION DSTAZS DRAWN FILES. BIT3TAME ;91= merl-wLer ...wma r,nae.er SHEET NO: C&0`4 OTMEETND w U E Z tl E N E E, BE, ON C STOP SON INSTALLED IN HANDICAP, NO LANDSCAPE AREA PARgNC 9G4o ED PARpNC J[Y '- TOOLED CONTROL JOINT WT.HANDICAP LOT. H (VC N T/4 OF SLAB TINCKNE%) LOCATIONS I-SDED WHERE STALLS FACING Y STEEL PIPE ROUND OR SQUARE, SET IN • ••� CONCRETE e • v V ME PIPE RUED 1 .J • ••• $ W/ CONCRETE ATa . .B' n -SE L 6 6 , MOWNG EDGE -III I I I -1 I IJ I LI I LII I-1 I IJ I I-1 IxI�N,l-1 I I- 4' COMPACTED GRAVEL BASE BASE 95% COMPACTED SUBGRADE FOOTING �`CONCRET FIXING COLD JOINT II NOT TO SCALE CBfFa TRAFFIC SIGNAGE 15 NOT TO SCALE C805 WELDED VILE IESH 2' FRON THE TOP OF THE CONCRETE SECTION TIED ARE MESH WW 6X6 W 1.4/1.4 r-60 PGRTI CEMENT CONCRETE (4,0W PS) INA BRR RRNFORCFMENT O•0 o• 0 a• o• v0• o• a• Oo�°O.O°O.O°O.O°O.O°O•o°O•o°O.O 12' COMPACTED SUBGRADE✓ 6. OF COMPACTED INDOT 153 STME NOTES. PER MOUT STANDARD SPECIFICATIONS, SECTION 904 1. CONTRACTOR TO SUBMIT SHOP DRAWING FOR BEAVY-DUTY CONCRETE JOINTS TO ENGNEER FOR RENEW PRIOR to INSTALLATION. ALL MATERIALS AND INSTALLATION PER APPLICABLE INDOT STANDARD SPECIFICATIONS, LATEST EDITION. HEAVY DUTY CONCRETE PAVEMENT 6 NOT TO SCALE APPLY SEALANT AT IT E OF PROPOSED AND DUSTING CONCRETE PAVEMENT �rmn;Wtl;I°npI PROPOSED ONCRETE PAMEENT PER RAN AN ASPHALT PAAEMENT AT EDGE OP PROPOSED CMCREIE PAVEMENT. SAW -CUTTING OF PAVEMENT Is NOT PERMITTED WTHOUT ENGINEER OR OWNER'S REPRESENTATIVE APPROVAL. CONCRETE 8 ASPHALTLPAVEMENT JOINT OTO WM SECTION MAU OF STANDARD w&r sum BITUMINOUS RECREATIONAL PA TN NO SCALE 1' - 110//SM. HMA BITUMINOUS SURFACE WS mm ON 3• - 3XN/SWJ. HMA BITUMINOUS INTERMEDIATE 1&0 wm.ON 5' COMPACTED AGGREGATE /53 STONE ON COMPACTED SUBGRADE ASPHALT TRANOT TO IL DETAIL L IB Csn RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Weal Codes City ooff Carmel �VI(V�V1\D.VCi11DA� DATE: \ 11/13/19 `8' FOR VAN ACCESSIBLE (SEE PLANS FOR LOCATIONS) HANDICAPNPARKOT TO ING STALLS 12m ft NO RESERVED PARKIN EEN -ILLUMINANNG TAPE (BORDER) VANWHITE - ILLUMINATING TAPE (BACKGROUND) —GREEN-ILLUMINANNG TAPE(LETERS) ACCESSIBLE TRUE - ILLUMINANNG TAPE (SYMBOL GI �NHT - ILLUMINANNG TAPE (BACKGROUND) �GRE04 - ILLUMINATING TAPE (ARROW) �REEN - ILLONNANNG TAPE (RUDER) • BELOW MIS USDOT R7-8 STANDARD SIGN, ME FINE SHOULD BE POSTED AS MINIMUM DF $200. W NAN ACCESSIBLE' TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE THE VAN ACCESSIBLE SPACE IS SOW AS SIT AIDE WM AND BIT WIDE ACCESS AISLE MAT IS SHARED WITH ANOTHER ACCESSBLE SPACE. SEE SHEET HOT FOR LOCATION OF VAN ACCESSIBLE SPACE. FEDERAL STTIEYENT AGREEMENT REQUIRE A SPERATE SON BE INSTALLED BELOW ME STANDARD DOT R7-8 HANDICAP SIGN MAT SAYS a VAN ACCESSIBLE'. HANDICAP PARKING SIGN NOT TO SCALE C805 GA NOTE: ALL STRIPES TO BE 4' PANTED RILE PAINTED HANDICAP SYMBOL DETAIL 4 NOT TO SCALE C805 CONCRETE BAND 411 MINIMUM CONCRETE EXPANSION JOINT, TYP. gg �O 95% COMPACTED CONCRETE BAND NOT TO LE (2) A5 REBAR COMPACTED N53 GRAVEL BASE VANES PROPOSED GRADE 95% COMPACTED SUBGRADE DEPRESSED CONCRETE CURB e NOT TO SCALE C805 CURB JOINT DETAIL WT TO SCALE �D3 G� A x. •W ••A• b • a. r TAPERED CURB END DETAIL e NOT TO SCALE C805 CONTROL JOINTCOAT'W. 1A4 IN SLAB THIacHEs9) R. -4" COMPACTED GRAVEL BASE 95X COMPACTED SUBGRADE CONTROL JOINT e NOT TO SCALE+ ON JOINT WITH PREMOLDED $$ED I/2" FROM SURFACE. WITH NON -SHRINKING R SEALANT (SONNEBORN SLI OR FILLER (E.G. FIBER BOARD) 4' COMPACTED GRAVEL BASE 95% COMPACTED SUBGRADE EXPANSION JOINT D NOT TO SCALE ONES COAT ]•0 V•O 0•0 •p 0•0 •O 0.O •0 0•0 °0.0 °0•0°0.0 °0 •0 0•0°0 •0 °0 ago •0aaq °0•0°0.0 °0•0°0 0°0•0°0.0°0•0°0• °o•o°o•o o•0 0 0.000. 000.0°0.0°o. 1.5' (165 Ibs/SYD) HMA Surface 2' (165 Ibs/SYD) HMA Intermediate 3' (330 Ibs/STD) HMA Base 8' /53 CRUSHED LIMESTONE AGO. BASE PREPARED SUBGRADE PER INDOT No. 207 ASPHALT HEAVY DUTY PAVEMENT NOT GSCALE nT1-11-11-11�11=.11-11L�� • _ • 1'T.'L . 1 I 1' 'I 1 I! -! 1' al'I•al 1 NOTE: COLOR FOR DECORATIVE CONCRETE PAVING TO BE C-21 ADOBE TAN, INTEGRAL COLORVED BY SCOFIELD OR APPROJ<D EQUAL FINISH TO BE MEDIUM BROOM. CONTACT SOCTT REM AT 586-292-1492. SEE SHEET W01 FWt LOGATIQVS. LAP JOINT DETAIL e NOT TO SCALE C805 o > M A L o°O•p°O vo O•o 00,0o O.p °O•o °O•o° 9 °u• °o• °o• a • 0 00• HWK4' MINIMUM CONCRETE 4' COMPACTED $I3 GRAVEL BASE 95% COMPACTED SUBGRADE 4" CONCRETE PAVEMENT e NOT TO SCALE C806 THE SPACE BE14IND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REWIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 61IN DEPTFI. SUBGRADE UNDER ALL ORB, SIDE"ALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 2 .02 OF THE STANDARD SPECIFICATIONS. Q M W!!A1 JPM MEDIUM BROOM MN159 PERPENDICULAR TO DIRECTION OF TRAVEL CONCRETE DETAIL o E SCALENOT TO 5 %.twi7 e I O R91 V rc 2 a f U elwm lx r y ff U cr6 STRAIGHT CONCRETE CURB o xo rr ti ca PRO, NDE..DLDx OwLN WILARwm � MNBAE %AND NAL N wwo IN 01mi PONY SAW V A wax WON N,a P TS �� mnmlSxxw:ww°miax4lxn +P xxo an OicO T OOP+} mad M xxE l ml vrs ww•REED NDx xxpw lP'FIESE STRAIGHT CONCRETE CURB e NOT TO SCALE C805 PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DALE SIGNEDDATF THIS DRAWING AND THE IE CONCEPTS CONTAINED HERr + INTELLECTUAL PROPERTY O: HL =C ITT CORPCRATON, AND ARE NOT TO BE REPRODUCED, IN WHOLE OR IN PART THE MILLER CONSENT OF THE SGNACC- CORPORADON COPYRIGHTED BY THE SCHNEIDER CORP. (sDH1 Schneider THE SCHNEIDER CORPORATI❑ Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone, 317,826,7100 Faxi 317,826.7200 www,s chneiciercor p.com Civil Engineering GIS W LIS Land Surveying Landscape Architecture �C7 a Q � W �N�t t.J z MW c O o 10 x ate ad z MI C a m E� /''� I••T•'1 U U ofla I'. > Ryy 0 IggggggI W GO U a a W o LD 0 N J I••�I rn ad La7j U In z..i DATE PROJECT NO 03 08 19 2722.017 DRAWN BY CHECKED SO CAJ MIRK SHEET TITLE'. GENERAL DEMOS DRtmwG FILES FlIENAME .E FNAVZUCamp.. �.. R: NINW n« HIT C 8®5 OESHFTNO v E F 0 BE RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City ofCamel �\ ((\}�� PIRGIQIAV.:WbML DATE: 11/13/19 PIPE I7END CULVERT COMPUTED LENGTH OF CULVERT --1 RIP RAP TO BE PLACED PAY LENGTH—.L�ENO SECTION ON SIDE SLOPE MEN OF CULVERT I EN GTN (pCALLED FOR ON PLANS SLOPE DETAIL pA ad end on most end e and on end D — — I T/Or A SECTION Y-Y r— Groove (or tongue) to is HOOK BOLTS be the 9Mne as 0) etnndnrd reinforced concrete pipe ASW designation C76 q CLASS 'A' CONCRETE y CLASS 'A' LONGITUDINAL SECTION CONCRETE SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T MIN A CRY DXX EAR K R1 R2 APPROX. BLIGHT 12" 2" 5" 4'-3" 6'-2" 2'-0" 1.3 101 8" 9" 8DO 15" 21/4" 7" 4'-0" 6'-3"-6" 1.5 121 2' 11 1,IN IS- 2 1/2" 11" 4'-1- 6'-2" 3'-0" 1.8 15 1 2" 12" 1,300 21" 2 3 e 11" 3'-6" C-3" 3'-6" 2.1 16 1 8" ty 1,S00 24" 3" l'-O" 2'-8" 6'-y 4'-0" 2.3 16 3 16" 14" 1 800 27" 3 1/4" 1'-1" 2'-5" 6'-3" 4'-6" 2.6 18 1/2" 14 1/20 2.100 30" 3 1 2" V-2" V-10" 6'-3" 5'-0- 2.9 18 3/16 15" 2.400 33" 3 3/4" 1'-3" S-6" 8'-3" 5-6" 3.1 18 1/2" 17 1/2' 4,100 36" 4" 1'-5"1 3'-1" 8'-3" 6'-0" 3.4 23 3/4 20" 1 4,200 48" 5" 2'-0" 1 2'-2" 18'-2" ]'-0" B 1 8" 22" 1 6,500 NR TOLERANCE +/- 1" PRECAST CONCRETE END SECTION e NOT TO SCALE C806 TRENCH DETAIL FOR CITY STORM SEWERS NO SCR rc MppAFG1R lacMNYW 01 SMALL BE Pp WE 3 SAMMULL Z6 EWDBo = WNp OAMf1FA0 - NSIp OWIEIFR a- Bm m &OF FW1Wk BB➢w HFE H3NEDLPM EONWW1WR BFILw MIN° o ° ux III A 9LYIF11 r MOM & W & LINGER 6' I. C NG INS HNI WALING FOR ALL NW INSTALLATIONS SHALL R p ME MFEOW LIFE MAEPoR AEWI931p3 OF ME BASE MEN SURGE BE ROUND IN HE TRENCH 90TFM SUCH MAT AFTER ICE PIPE IS INSTALED TO ONCE AND ONE, MFAE FORMS A 1' MNNUM DEPTH BE MATERIAL BELOW DE FLEE BAAAfL AND A MINIMUM OF 3' BROW THE SEIL FISH PIPE SEES 56' Me MET, ME MINIMUM DEPTH OF MAEAIR WOW ME PIPE BAICl SHN1 E 6. SEEMS SHALL E PLACES TO BE UNIFORM AS FBI BUT SHALL E LOOSELY FLIED UNCWPACIED MATERIAL UNDER ME MI THING OF TIE PIPE PAOR TO PLACEMENT OF ME PIPE. IF ME UNDERLING DOES GF ME MpCM WTEM ME SET M MCI ME SOL SHALL BE UNDERCUT TO SUCH A DEPTH THAT MEN PREPARED ON 9 sRNE H MILE PRODUCE A UNIFORM AND STABLE FWnDATCN ALONG ME CRUDE LENGTH OF ME PIPE LAUNCHING AND IxITA1 BAGNPUL SHALL BE COMPACTED In a MAXIMUM HFrs TO NOT LESS MAN Wx STANDARD PRWTOR DENSTY FISH ME BITE DEN E ME MATERIAL PLACED. ME BACxnLL SHALL BE BROUGHT UP SIDNEY ON BOTH SURE UP ME WE FOR ME PULL IFNCM E THE PIPE HARncHIxG STALL EXTEND TO THE SHIxnINE OF ME MI MNMIM TRWH MEN SHALL E ME OUTSIDE DIAMETER OR THE TIRE PLUS UB. 2. FINAL BACISILL FOR ALL RCP INSTALLATIONS M E -L' 6 5' CR IIIT SHALL E B-BCR,SW FOR SpLCMS BAWILL MEETING ME NATURAL REQUIREMENTS OF THE INSIST AM SOUL BE C PACIFY IN 6' Moi HFTS TO NOT LESS THAN 95x STANDARD PROCICR MORE FOR ME plxE DEPTH E DE WEMR PLACED. THE BAEkFLL FOR ME TOP 6' BE ME EXCAVAIM MLOx THE UNIT CF SU ME SHALL ME BAD ME MEETING ME MATERIAL REQUIREMENTS OF THE MOOT MID 9H.ML BE RELEASED M NOT E4 MAN SM STANDARD MORRIS DENSIn. FINAL BAaFLL FOR ALL Mn NSTAllATMS MERE V Is WATER THAN a SHALL BE CLEAN FULL MATERIAL FREE OF ROCKS BURGER MAN 6' M LAWYER, FROZEN EARN OF SOIL. NOW OR OVER ExMAEOW MATERIAL CCMPACTL M IY MAXIMUM IE5 M NOT V4 MAN 90% STANDARD PROCTER BENI FOR THE ERTM: DEPTH E ME EXCANATXN, CONTRACTOR SOUL PRUDE A YE PARTY REFORM AGENCY TO REFORMS CCMPACMN TESTING C NECESSARY x FOR IWTML.AMM OF SHIM MUMS. WAIFRMAINS, 6ARITARY MANS, WATER YRNCE LATERALS. AND SANITARY 3'MICE LATERALS UNDER OTY STREETS, REGAWLESS T ME AHRLSOICTM OF ME Unun, ME MINIMUM COMER FROM ME HARP E ME INSTALLED PAVEMENT EI FINAL ROUND RLVATEN To ME IRA OF THE INSTALLED NE MADE BE NO MEW MAN 25 FEET E COVER BONG MY PART E ME PPE. IF ME STAMM PRACTE E ME MUTY MAT HAS JIPo9TCMN OMER THE INSTPLATMN HAS A MORE STRINGENT COBA REMI9 NT. THE MORE STRINGENT REQUIREMENT BRAN GOMEM. 4.IF EXISTING SUBGNADE HAS BEET WE STLMZED, e.ApaTt wTH a NW M EO M OR WRUNG WDMCE AND BY TO ME UMH OF EXISTING S Md SUM C PACIFY AGGREGATE NO 53. s THESE STANDARDS SHALE APPLY I'M BHMM MEW MTNLED NMM EASING AND PROFOYD CUtt RA Me FOR STORM OTHERS MAT SHALL BE MANTLED BY THE OT O EW9LESS CF STORM SEWER A M9 BM. 6 ALL SHIM PIE NMIX MISSING OR PRprH➢ CITY R/W SILL BE 9NF M CONCRETE WE MINIMUM E JIAWICIXXH OBR SICPoL PIES STANDARD CITY OF CARMEL STANDARDS DRAWING 10-31 I TRENCH DETAIL FOR CITY STORM SEWERS TRENCH DETAIL e NOT TO SCALE (8O6 R R R 2'r I 2•r R 4 R iV T ffA `.I 4 vIN A R A 4 M CHAIRBACK CURB J CHAIRBACK CURB EDGE OF PAVEMENT CURB TURN -OUT DETAIL NOT TO SCALE 0]NCRETECRE; SEEDR4015 i (MINIMUMTx3] \ MOUNTED I?BELOWCONCRETE SURFACE AWSECURED WIN CONCRETE FASTEEIRS I-LOWSTARE EVERY I- CRUSHE➢ A W REUATE Ma SOME (MINIMUM TI STORM MANHOLE DETAIL e NOT TO SCALE C806 PERFORMANCE SEAMINGTECHNOLOGY NOWMRANI N)NV6BLERUMERINFILL (OPVONALWHMSOME THRFSTYLES) `IRE wispy NOTE SYNTHETIC TURF TO BE FOREVER LAIN PLAYGROUND GRASS ULTRA CONTACT III GUFFEY WITH RECREATION INSITES AT 31]iT6-ffa68 OR melim�Nmwtimawilw.mm. SEE SHEET CIOT FOR LOCATION. @ SYNTHETI(: TURF SURFACING NOT TO SCALE �D6 BATTERED SEAT WALL DETAIL e NOT TO SCALE L006 11/2"ram ��1�r. �yDF TOP SpL y 4 VARIES CODE Ps 6" STRAIGHT CONCRETE CURB e NOT TO SCALE L809 PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DATE 9GNEDDATE THIS REAMING AND THE IDEAS, SEDGES AND CONCEPTS CONTAINED HEREIN ARE WE ENCLUshE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED. IN MOLE OR IN PART, WTHOUT WE MITTEN CONSENT OF WE SCHNEIDER CORPORATION. COP (RIGHTED BY THE SCHNEIDER CORP.(20Ia) Schneider THE SCHNEIDER CORPORATIO Historic Fort Harrison 8901 Otis Avenue Indlanapolls, IN 46216-1037 Telephone, 317.826.7100 Fax, 317,826,7200 w wwschnei d erc o rp, con Civil Engineering CIS Be LIS Land Surveying Landscape Architecture E—N 0 1� l `J Cie O w z� o� xH �N z SET z a HH 1� d U p U x w Z o a c o DO m r, 1� OUR. w d ad yi UPS, co U µy E� Ca m 04 W� DATE .ITC I, 03 08 19 2722.017 ORAAN BY CHECKED BY CAR) MIRK SHEET PRE'. GENERAL DETAILS ORAMY F I- RIENAME TpWvw+Rwya-rMreX W. L�im'eemlr"'aeB.r...r.m.a � : W. SHEET NO.: C8®5 MEETING 0 J E Z If w 0 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel (} �NKA�\awsRkjpA� DATE: 11/13/19 I 0 10' 20' SCALE: I' = 10' PH(u 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT USE, THE PLAN SHALL DICTATE. 2. ALL SHRUB PLANTING AREAS TO BE COVERED PATH A Y LAYER OF SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE —EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ECT. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. PLANTING BED LINES SHALL BE MARKED WITH HIGHLY VISIBLE PAINT LINES WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 5. NO SJBSTTUTIONS OF PLANT MATERIALS SHALL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO THE BID IN WRITING. AL PLANTS SHALL BE INSPECTED AND TAGGED NTH PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS PRIOR TO MOVING TO THE JOB SITE. PLANTS MAY BE INSPECTED, APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONVICT NTH CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING ANAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITONAL CHARGE BY THE CONTRACTOR. 9. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 10. ALL LAWNS/WLDFLOWER PLANTINGS SHALL BE GUARANTEED TO HAVE FULL UNIFORM STAND AT THE END OF ONE YEAR GUARANTEE PERIOD WTH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY AREA ANY AREA SO NOTED TO BE SEEDED UNTIL AN ACCEPTABLE STAND IS ESTABLISHED. 11, ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTVATING, MULCHING, MOWNG, AND ALL OTHER NECESSARY OPERATORS REWIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. �1;�,j� Indiana 811 Know wh islow. Call before II I(�IN11�� Hatch Pattern denotes Permanent Lawn Seeding. See Sheet C803 for seed mix. Hatch Podenotes Native Prairie Seed. See Sheet C804 for seed mix. Hatch Pattern denotes Low Stature Native Prairie Seed. See Sheet C803 for seed mix. RMHatch Pattern denotes Pond Edge and Swale Seed Mix. See Sheet C804 for seed mix. Q EVERGREEN SHRUB J DECIDUOUS SHRUB Q ORNAMENTAL GRASS o PLANT TAG PLANT SCHEDULE KEY I BOTANICAL NAME COMMON NAME I QTY. I SIZE COND. REMARKS SHRUBS + GRASSES AME Araoia melanocarpo Black Chokeeterry 9 180 B & B As shown CAL Comus alba 'Sibirico' Red Twig Dogwood 25 24" B & B As shown CKF Calama rostis acuti6ora 'Karl Foerster' Karl Foerster Feather Reed Grass 80 12' B & B As shown JSE Juni erus chinensis 'Sea Green' Sea Green Juniper 44 24' B & B As shown POP Physocarious a ulifolius Diabalo Ninebark 12 36' B & B As shown VIER Viburnum x progense Prague Viburnum 18 36, B & B As shown VTR Viburnum trilobum 'Cornactum' Dwarf Cranberry Bush Viburnum 33 24' B & B As shown PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DAIS SIGNEDDATF THIS DRAWING AND THE IE CONCEPTS CONTAINED HEREIN ., INTELLECTUAL PROPERTY 01 DIE 2 Ru R CCRPORATON, AND ARE NOT TO RE LS[_ REPRODUCED, IN WHOLE OR IN PART, V. THE WRITTEN CONSENT OF THE SCHNCC- CORPORATEN COPYRIGHTED BY TIE SCHNEIDER CORP. ACT 111 f4lIb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn a idercorp. corn Civil Engineering CIS • LIS Land Surveying Landscape Architecture E~ O I� Q � W z 01 c o� o x co z x E� Q O s ot F hR3—y r 0 Il I --I y E5 U if—� Tr `, J it co U LIB E� 04 DATE'. PROJECT NO.: 03 O8 19 2722.017 DRAWN BY CHECKED BY: CA) MIRK SHEET TITLE TRML.H6AD LANDSCAPE PLAN DRAWING FILES- FTENAME lM �� ewti JIM: , SHEET NO "LAND r 0 J E a If E f= 0 Q. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carried (} �VTI�\awwklaA�L DATE: 11/13/19 i q 1 it 0 20• 40• SOME. 1' - 2B Know what libelow. Call before 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL Hatch Patterndenotes Permanent DICTATE Lawn Seeding. See Sheet C803 2 ALL SHRUB PLANTING AREAS TO BE COVERED WITH A Y LAYER OF SHREDDED HARDWOOD for seed mix. BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING Hatch Pattern denotes Native OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. Prairie Seed. See Sheet C804 3. AN APPROVED PRE -EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A for seed mix, RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. Hatch Pattern denotes Low Stature 4. FINAL PLACEMENT OF PLANT MATERIALS, ECT. SHALL BE APPROVED BY LANDSCAPE Native Prairie Seed. See Sheet C803 ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. PLANTING BED UNES SHALL BE MARKED WITH HIGHLY MSIBLE PAINT LINES PITH OCCASIONAL WOOD STAKES FOR REFERENCE for seed mix. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. Hatch Pattern denotes Pond Edge 5. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED. IF PLANTS ARE NOT FM and Swale Seed Mix. See Sheet AVAILABLE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO THE BID C804 for seed mix. IN WIRITNG ALL RANTS SHALL BE INSPECTED AND TAGGED NTH PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS PRIOR TO MOVING TO THE JOB SITE. PLANTS MAY BE INSPECTED, APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITOR, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. T PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY 0 EVERGREEN SHRUB VALL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 'J DECIDUOUS SHRUB & ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTON BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT p ORNAMENTAL GRASS MATERIAL TAMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE CONTRACTOR. %X D PLANT TAG 9. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WAITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 10. ALL LAWNS/WEDFLOWER PLANTINGS SHALL BE GUARANTEED TO HAVE FULL UNIFORM STAND AT THE (NO O ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY AREA. ANY AREA s0 NOTED TO BE SEEDED UNTIL AN ACCEPTABLE STAND IS ESTABUSHED. 11. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, NEEDING, CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATORS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME I QTY. I SIZE COND. REMARKS SHRUBS + GRASSES AME ADROIT melanocarpo Black Chokeberry 9 18" B & B As shown CAL Comus alto "Sibirico' Red Twig Dogwood 25 24` B & B As shown CKF Coloma rostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 80 12" B & B As shown RISE Juniperus chinensis 'Sea Green' Sea Green Juniper 44 240 B & B As shown POP Physocaricus o ulifolius Diabolo Ninebork 12 36" B & B As shown VPR Viburnum x progense Prague Viburnum 18 36' B & B As shown VTR Viburnum trilobum 'Corr actum' Dwarf Cranberry Bush Viburnum 33 240 B & B As shown PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DATE OGNEDDATE THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCUU$ALE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED. N MACE OR N PART, W,THOUT E WRITTEN CONSENT OF THE SCHNEIDER CORPORATION COP OUCKTED BY THE SCHNEIDER CORP.(20I4) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Civil Engineering GIS * LIS Land Surveying Landscape Architecture E~ O H� `J CJ O w z Rol oIn 111 U x V ER PS Z o PHH c o aIdQ U C. sw, v w0 q y E� Lo d yi CJ,cD DO, co µy E� c U m WE—i GATE .LFc IT 03 08 1s 2722.017 ORAWN UY CHECKED BR CAJ MIRK SHEET T WEST WECEINRIG PARKENG LOT LANDSCAPE PLAN ORAWNB CUT RENAME e :�vc'�imea SHEET NO.: ILI®2 0FSHEE%O 5 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carried DATE: 11/13/19 REMOVE ANY ME TAPES FROM SLR REMOVE BURLAP MM aF ROCDBALL 3' SADDER RLLED 3' SHREDDED BARB MULCH EXTENDED f MEDIA PIT BAC%nLL SPECIFICA' SHRUB DETAIL 3 801 NOT TO SCALE R ADE 3' SHREDDED BAK NEED BARK VAPom C 00 TYPICAL SPACING FINISH MADE USTING SIBSML OR CCIPACTED BACNFLL GROUNDCOVER DETAIQ L801 NOT TO SCALE 17� lanas> > ,�, Call before you .. NOTE: SDEEL UM EDGING SHALL BE USED AT All UNN EDS.S AND ATOM ❑ MULCHED AREAS (FOR CGNTANMENT). AS speatim MiU NOTE DRENCH EDGE SHALL CREATE A CLEAN SPERAT IN BETWEEN AREAS; AND SHALL CREATE S1.1I AND E1 UNES (AS INDICATED ON THE PUNS). SPADE EDGE 1 Le01 NOT TO SCALE PENDING AGENCY APPROVAL NOT FOR CONSTRUCTION DAIS S ODATE THIS DRAWING AND THE IIE< CONCEPTS CONTAINED PEFERR T INTELLECTUAL PROPERTY 01 AIL '_.., CORPORATOR, AND ARE NOT TO RE REPRODUCED, IN WHOLE OR IN PART. ;. THE WRITTEN CONSENT OF THE SCIII - CORPORATON COPYRIGHTED BY ME SCHNEIDER CORP.(2m4) lb SchnII THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn a idercorp. Gorr Civil Engineering GIS • LIS Land Surveying Landscape Architecture �C7 E� a Q�N.�COD W `J z m o aad aas x a� 'd E� s `Do D Gi C A m yi rn_ a. ad U I E� CQ DATE: PROJECT NO 03 O8 19 2722.017 DRAWN BY. CHECKED BY. CAJ MIRK SHEET TITLE STORNWAM POLLUTION PNEVE)MON DSl'AD3 DRAWING FILES- FlIENMIE e .mwm SHEET NO.: OF941NO 6 5 4 3 2 1 E 1€ MECHANICAL FAN TO HANG F ROOF JOISTS. SEE 0402 FO ATTACHMENT DETAIL. �� ROOF FRAMING PLAN va• = r-o• IKWAU-W1#5Q48'O.C. '.. JOINT REINF.@16'O.C. CORESATBARS. EN LINE DENOTES EDGE ETAL ROOF DECK FOUNDATION PLAN NOTES 1. REF. S501 FOR STRUCTURAL NOTES, DESIGN DATA & SCHEDULES. 2. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN THE APE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT BE INDICATED. 3 COORDINATE EXACT SIZE& LOCATION OF ALL MECHANICAL OPENINGS N FOUNDATION WALLS WITH THE MECHANICAL, ELECTRICAL & PLUMBING CONTRACTORS. 4. ALL ELEVATIONS ARE REFERENCED FROM THE FIRST FLOOR FINISH FLOOR ELEVATION a -a 5REF.ARCH. DRAWINGS FORALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECTIENGINEER OFANYDISCREPANCES. 6 REF. S401 FOR TYPICAL FOUNDATION DETAILS. T. ALL SLPB RECESSES SHALL BE LOCATED PER THE ARCHITECTURAL DRAWINGS. COORDINATE DEPTHS OF ALL SLAB RECESSES WITH THE ARCHITECTURAL DRAWINGS ANDIOR THE FLOORING SUPPLIER 8. COORDINATE REINFORCING DOWELS FOR CMU VERTICAL REINFORCING WITH REINF. NOTED ON PLANS & SECTIONS. 9. GROUT ALL CORES OF CMU BELOW FINISH FLOOR SOLID. 10. WALL FOOTINGS SHALL BEAR ON APPROVED SOL. UNDERCUTAS READ TO SUITABLE BEARING MATERIAL AS DETERMINED BYTUE GEOTECHNICALTESTING AGENCY. REF. TYPICAL FOOTING UNDERCUT DETAIL ON 5401. UNDERCUTTING TO SUITABLE BRG. MATERIAL IS NOT REQUIRED FOR GRADE BEAMS. REFERENCE ELEVATIONS IN PARENTHESES (-XR-X'( FOR APPROXIMATE ELEVATION TO SUITABLE BEARING STRATA TO BE USE FORBIDDING PURPOSES. WALL FOOTING SCHEDULE FTC. 1 FOOTING SRE FOOTING REINFORCING MARK WIDTH DEPTH LONGITUDINAL WF24 2-O' I 1'-0' 1 (3)#5 x CONTINUOUS WF30 I 2-8' I 1'-0' I (3)%5xCONTIN000S 1. CENTER FOOTINGS BENEATH WALLS, U.N.O. SLOPE SLAB TO FLOOR DRAIN 4' NEW CO NC. SLAB WINS W1.4xW1.4 ON 15 MIL VAPOR BARRIER AND 6' COMPACTED GRANULAR FILL TISLAB=a-a / 7 FOUNDATIONWALL SLOPE SLAB TO FLOOR DRAIN �WF30-2-81 i I I I I m I 3 I S402� THICKENED SLABI ml I I I 31 I I I J �I r a 31 I L, - I I r-- I I I I L --L� I 3 THICKENED SLABI I D s4oz I I ® I I I I I � I WF30-2-8' -------------J to -a FOUNDATION PLAN E A C A 0 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-arch.com Project No. 2018-058.MRR Project Date 03.08.2019 Produced NHF/WBH 6. PENOr10 STATE OF All These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel '4"Ia, DATE: 11/13/19 �5544 3 6 1 FOUNDATION AND ROOF FRAMING PLANS S201 6 5 4 3 2 1 REFER TO M.E.P. DRAWINGS & SPECIFICATIONS FOR INFO. RELATNG TO TRENCH EXCAVATION, E RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carried DATE: 11/13/19 I 0 w,.,III, I WWI .._, _,,., . DETAIL PERSECTIONS NOTES: 1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATOIN OFALL UNDERGROUND PIPING. 2. STEPFOOTING FOR PIPE PENETRATION THROUGH FOUNDATION WALL UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE MEP ENGINEER. 3. PROVIDE PRECAST OR BOND BEAM LINTEL FOR MULTIPLE PENETRATIONS OR OPENINGS GREATER THAN 24' IN WIDTH. Or TIF EL. - REF. RAN NO. AS IF SAME SIZE S NO. AS FOOTING. S TAP 36 BAR DLA W FTG. REINF. SLOPE STEPPED CUT IF REQUIRED BY SOIL CONDITIONS NOTES: 1.0 1. 'H' DENOTES HEIGHT OF STEP AS SHOWN ON PLAN. 2. Or DENOTES LENGTH BETWEEN STEPS. LAYOUTTO MAINTAIN SLOPE OF, VERTICAL TO 2 HORIZONTAL UNLESS NOTED OTHERWISE. 3. 'D' DENOTES FOOTING DEPrH, REFER TO PLANS, SECTIONS B SCHEDULES STEPPED FOOTING DETAIL s NOT TO SCALE COMPACTED GRANULAR DRAINAGE FILL } WELDED WIRE FABRIC VAPOR RETARDERBARRIER �w PROOF-ROLIFD &VERIFIED SUBGRADE 1. LOCATE WELDED WIRE FABRIC IN UPPER THIRD OF SLAB SUPPORT ON BOLSTERS, CHAIRS, OR CONCRETE BRICKS 2. LAP WELDED WIRE FABRIC MIN. OF ONE FULL MESH SPACING. 3. THE USE OF NYLON OR POLYPROPYLENE FIBER IN LIEU OF WELDED WEE FABRIC AS A SECONDARY REINFORCEMENT IS PERMISSIBLE, UNLESS OTHERWISE NOTED. 4. SEE PLAN, NOTES, AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS SUCH AS FINISH, JOINTING, WRING, ETC. 'LARGER METER TON BEDDING, AND SACKFUL COLUMN OR WALL 1.,8. FOR ANYEXCAVATION THAT MUST EXTEND FOOTING BEYOND TUB LINE, SHORING MUSTBE H+ROTECTE PROVIDED T010=EPTHE EXCAVATION ZONE FROM UNDERMINING THE FOUNDATIONS. — �1j= IV 1- NOTE: ANYSHORING SCHEME REQUIRED MUST BE SUBMITTED TO THE ENGINEER FOR RENEW, PRIOR TO EXCAVATION. EXCAVATION LIMITS DETAILS 4 NOT TO SCALE WALL FOOTING CONSTRUCTION JOINT ` NOT TO SCALE STRUCTURAL COLUMN OR NOTE: WALL FOOTING MAX. DEPTH OF UNSHEATHEDNNSHORED EXCAVATION TOE CONFOUIREME TS OFO '-•• PROPOSED GRADE APPLICABLE REQUIREMENTS THE A T°.:. ANDIOR STATES LOCAL CODES r-rn--rri--rri--rri—rl --- rn--rn- -rn- -r -III—III—III—III—III .. III —III —III —I I I I —III —III —III —III —III �- � �P' � I I III III III —I III=1 I I III=1 I I III —I III —III III —I I I- -I III —III —III III—III=1—III=1 III —III —III —III —III —I I .... I —III —III —III —I I I —III—III—III—III—III BOTFOWF,OOTINGELEVATON III —III —III —III —I -1I I=1I I=1I I=1I I=1I I=1I _ ;�°-. a .; • I=1I I=1I I—III=1I1= —III=III=III=III=III E4GIN TEFIL ``. I —III —III —III —I III —III —III —III —I 11=1 I : WLN 1p00NCPSI®28DAYS;:a. =1 =1 =1 =1 1= —III—III—III—III—III III —III —III —III —I III —III —III —III —III �� III —III —III —III —I 1 1=III—III=III=III=1 1 _ . _ . ":: , 1=III=III=III=III= ,. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT WI LEAN CONCRETE FILL. (.1 OVEREXCAVATION DETAIL - LEAN CONCRETE FILL STRUCTURAL COLUMN OR WALL FOOTING PROPOSED GRADE 1. REFER TO THE SPECIFICATIONS FORAPPLICATION OF UNIT COSTS FOR REMOVALOF UNSUITABLE BEARING MATERIAL & REPLACEMENTWI COMPACTED, ENGINEERED FILL E to C 1A M SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-arch.com Project No. 2018-058.MRR Project Date 03.08.2019 Produced NHF / WBH 6. PENOdr10 STATE OF All These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Archged. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project TYPICAL FOUNDATION DETAILS S401 6 5 4 3 2 1 1© RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 11/13/19 60,16GA ROOF JOIST. PROVIDE - BLOCKING TOADJACENT JOIST AT FANATTACHMENTLOCATONS. ATTACH ROOF JOIST TO ANGLE wl (4) 0.151' DLA. PA.F.a AT EACH FANATTACHMENTLOCATDN. L5&l2xll4 LLV ANGLE. COORDINATE LENGTH WITH MECHANICAL SUPPLIER. FANATTACHMENTTOANGLE — CENTERED ON HORIZONTAL LEG. DIRECT DRIVE FAN PER MECHANICAL DRAWINGS. 5' x 5' x 1604. BENT PLATE,GONT. CONT.2x SEE ARCH. DRAWINGS. 5' x5' x 16GA BENT PLATE, CONT. GONT. 2¢SEE ARCH. DRAWINGS. 12 �3 6', 16GA COLD -FORMED ROOF JOISTS @ 24.0 C. WELDED TO EMBED PLATE O'OPEN CORE BOND - BEAMwl(2)M5CONT. 8' CONC. BLOCK WALL wl p5 @ 48' O.C. VERT. & HOPE JOINT REINF. @ 16' O.C. GROUT BLOCK GORES AT BARS. BRICK VENEER PER ARCH. DRAWINGS. 1-12' METAL ROOF DECK SCREWED TO ROOF JOISTS FRAMING SECTION % 3/4" = 11-01, 6',16GA. GOLD FORMED — ROOFJOBTS@24.O.C. WELDED TO EMBED PLATE 1-117 METAL ROOF DECK SCREWED TO ROOF JOISTS 5' x 5' x l6GA. BENT PLATE, GONT. CONT. A SEE ARCH. DRAWINGS. 8-OPEN CORE BOND BEAM wl (2)%50ONT. CUT SLOPING BLOCK AT TOP OF WALL AND INSTALL 114' x 4' CONT. STEEL PLATE wl 310' x T BRICK VENEER PER ARCH. DRAWINGS H.A.S. AT 32' O.C. SET IN GROUTED BLOCK CORES. 12 �3 I-V? METAL ROOF DECK SCREWED TO ROOF JOISTS. L1 PROVIDE BLOCKING OVERBEARING 60,16GA. GOLD FORMED - ROOF JOISTS @ 24' O.C. WELDED TO EMBED PLATE CUT SLOPING BLOCK AT TOP OF WALL AND INSTALL IW x4' CONT. STEEL PLATE wl 318' x 3' HA.3. AT 3? O.C. SET IN GROUTED BLOCK GORES 8' OPEN GORE BOND BEAM W/(2)%5CONT. L6x4x310 LLV UNTEL FF'+Fwli \ L6x4x310LLVLINTEL B'OPEN CORE BOND 12' x 1'-i x GONT. STEEL PLATE BEAM wl (2)%SGOM. CLOSURE OVER DRINKING FOUNTAIN RECESS. .1NitLr A�IA9Aa9A]NN:1I MUIR e GONG. BLOCK WALL wl A5 @ 48' O.C. VERT. & HORIZ JOINTREINF. @ 16' O.C. GROUTBLOCK COMSAT BARS. -OPEEAM w1NGOREBORE BOND B NT. FRAMING SECTION 3 PROVIDE BLOCKING OVER BEARING CLITSLOPING BLOCKATTOP OF WALL AND INSTALL Ile x 4' GONT. STEEL PIATEw1318' x 3' HA_S. AT 370 C. SET IN GROUTED BLOCK CARES 8' GONG. BLOCK WALL wl p5@48'O.C. VERT. & HORIZ. JOINT REINF. @ 16' O.C. GROAT BLOCK CORES AT BARS. FRAMING SECTION 6' GONG BLOCK WALL w194@ He O.C. VERT. & HORIZ. JOINT REINF. @ 16' O.C. GROUT BLOCK GORES AT BARS. SLABON GFLADEwIWWF PER PLAN %4 x2'$' DOWELS @ 40' O.C.EPDXY GROUTED INTO CONCRETE SLAB W1 T MIN. EMBEDMENT HILTI HIT-HY200. fF SLAB ON GRADE wI WWF PER PLAN 0f. ' .arm uZ_TTYP. 2415 GONT. FOUNDATION SECTION 3/4" = 1'-0" � A R4 @ 16' O.C. 24 Z-P 7RIGID INSULATION PER ARCH. DRAWINGS e GONC. BLOCK GROUT SOLID V7ISOLATION JOINT A@ 1T x24' LONG CENTERED IN EXTERIOR SLAB DEPTH APPROX FINISHED GRADE, SEE SITEICML DRAWINGS RIGIDINSULATION 4' GONG BLOCK E 9 MS DOWELS @ 4e O.C. 41 GONC. WALL FOOTING w1(3)p5CONT. AS SHOWN ON PLAN FOUNDATION SECTION 2 3/4" = 1'-0" 0' GONG ROCKWALL at#5@40'O.C. T 8' VERT. & HORIZ. JOINT REINF. @ 16' O.C. GROUT BLOCK CORES AT BARS. MASONRY VENEER PER 1-lr METAL ROOF DECK ARCH. DRAWINGS SCR FWED TO ROOF JOISTS 1.117 METAL ROOF DECK 6', 7 .OUTRIGGERS @ 24' O.C. 72' ISOLATpN SCREWED TO ROOF JOISTS WE EDTO EMBED PLAT: MATERIAL CONT.2x SEE SLAB ON GR4DE wl WWF APPROX. FINISHED GRADE, MICH. DRAWINGS. PER PLAN6',16GA.COLD-FORMEDGONT. TPROMDE 6, 76GA ROOF.pIST3@24'O.C.00KING OVER BEARING 7 0' ------------- e'OPENOO EBOND BEAM wl (2) %5 GONT. WT BLOCK AT TOP OF WPLL PND INSTALL Ile x4' GONT. STEEL PLATE wI'JB' x 3' H.A.S. AT 32' O.C. STUD BLOCK, SAME SIZESET IN GROUTED BLOCK CORES. 7RIGID INSULATION 4'GONC. BLOCK AND GAGE AS ROOF JOISTS. PERARCH.DRAWINGS W5 DOWELS @ 40' O.C. GROUTALL FOUNDATION RIGID INSULATION O'CONC.BLOCKWALLwIN5@40'O.C. BLOCK CORES SOLID. 7$, VERT. & H0W. JOINTREINF. @ tE O.C. GROUT BLOCK GORES AT BARS. GONG. WALL FOOTING wip SGOM. BRICK VENEER PER ARCH. DRAWINGS FRAMING SECTION 1 1/2" = 1'-0" FRAMING SECTION m� FOUNDATION SECTION 3/4" = 1'-0" E IM C 1A SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-arch.com Project No. 2018-058.11VIRR Project Dale 03.08.2019 Produced NHF / WBH 1 & vi15TEo_ PEDONW10 ShAW OF All 14.E These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. 1198 Central Park Drive West Carri IN 46032 INKEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project STRUCTURAL SECTIONS S402 6 5 4 3 2 1 E a>' COORDINATION WITH OTHER TRADES 1. The CoM2cbrshdl coordinate and dieck all dimensions reMting to Architctural finishes, mechanical ngdpmMandoMog,elevabrshafsandovsddes, at. andnotify Me Archdectf mpiwer of any discrepancies before proreedingwith any work in the area under question. 2. The SOucWrd Drawings shad be used in conjunction win to Drawings d all otherdisciplias and the Specifications. The Contractor shall verify Me requirements of other trades as b sleeves,chases, angers, inserts, anchors, hoes, and other hems To be plate a set in the SWMral Work. 3. There shad be no vertical or herzentd sleeves ad, a holes cut a Model in any beam a min unless itis shown an be SWclurd Drawings a approved in wining by Me Structural End War d Record. 4. Mechanical and electial epenims trough supportnd slabs and walk, T diameter, edger not shown an the Structural Drawings mist be approved byteSWdural Engineer of Record (SER). Openings less tan8'odometershdlhweatiast',TclearbeMe Wenogs,unlessapprovedowntogbyte SER. 5. Vady locations and dimensions of mechanical and dedical openings trough supported slabs and wortssho onthe SWMrd DrawngswMteMeahadaland ElecNdCodacbm. 6. Oct notinsdl mnduitin supported sobs, sobs m gentle acmcrewwdls unless apidflyshown or Wed on the Structural Drawings. 7. Do not suspend any made, such as ducmoM1, mechanical a dectcal fixtures, Mings, etc. man stal and deck award roof sheathing. 8. The Mechanics! Codacbr shad verify tat mechanical units supported by the steel fmmng are capable of spanning it* distance between the suit poring members indicated an the Structural Drawings. The Mechanical Co moor shall supply Warlord supparUraming as required. 9. ffdreanng and specifications are in rani the most stngmtre Wilms and requirements shall govern. GENERAL NOTES 1. TheC mM rshdlbempmsibbfamrrplongw aisdetypraadoma regubdomdutgbewe. The SWclurd Engineer of Record will net advise on, nor issue creation a to safety precautions and programs. 2. The SWCWd Drawings heron represent the finished structure The Contractor shall provide al temporary guying and bracing mail must b erect and hold the sWMre in proper alignment until all Structural Work and commons has been completed. The investigation, design, safety, adequacy and inspection of erection bracing, drying, temporary supports, etc. is the safe impartiality of the Contractor. 3. The Structural Engineer of Record(SER) shall aft be responsite fa the methods, techniques and sequences are not speaficdly shown, similar Wings of construction shad be used, subject approval of the SER. 4. DraMNsindkategaadadtypkddetilsofwnmW n. Whorecmdnims are notspecnicallyshoxn, similar rddts of mnAution shill he used, subject to approval of the Structural Engineer d Record. 5. AIISWcluralsysems which are To becanposed of darnpmans to befwld emitted shall be supervsed bl the Supplierdutgm of Mdng,diNery,handing,aaageanderectioninwmrdmew to Suppliers mswdans and requirements. 6. LoadingappliedtothesWclureduringtoprocemofconsWdonshillnotexceedtosafeWit- carrying capacity d the snucdal members. The live loading uses in the design of this structure are tdiated in the ted together og CMda flutes.' temporary trump cmdMbn beds udl smclud honing s tragedy connected rogdhorand udl aft wmppary brecog is in Pace 7. AtMWand eta referenced stndards and cocoa arefa the btestedNons of these publications, unless otherwise noted. 8. Shop drawings and other items shill besubmnied b to Structure! Engineer d Record(SER)fa reviewpnardahbritatim. All Shop Drawings shall bereviswed byte Contractor befaesubmitwl. The SER's reviewlstobe brecadammcew tednNnmmeptmdgenordmmpimcembthe rekvanlCOdaclDaunents. The SER'sreewdoannotreiwete COdactadthomb responsiblelyb review, check and coordinate the Shop Drawings pdortosubmission. The Contractor remaos mlelyrnp mibleforerras and ommims aasmmd wM the prep mom of ShW Drawings as they pedo to member sires, details dimensions, etc. 9. Submit Shop Drawings in the ban d bludireAlackine Trans (min. 2 Wed max. 5 ids) ad me reproducible bbcbine or sepia copy. In no case shall reproductions of the contract Documents be used as shop drawings. Asa minimum, submktefdbwng elmsforreview. A. Concrete Mix Desgn(s). B. Reinfacbg5ted5MPDrawings. C. SaudiDeckSop Drawings. D. CON -Formed Sled FramingSydaan. 10. Maturing Shop Drawings: Resubmitted shop drawings are reviewed only fa responses To comments made in the previous mixture. 11. When calclation are included in ire submittals fa canpments of work designed and certified by Specialy Structural Engineer (SSEt the review by the Structural Engineer of Record (SENT that beta conformance with the relevant Contact Documents. The SER's review does not achieve the SSE from respmsiblyfor Me design of the sysem(s) and the domdinalm wit ire elements of the structure undar the carnfoatiah of to SER, aother SSE's. The SERs seviewdon notconsMw awananryof the accuracy a completeness of the SSE's design. 12. Codacbrs Adlvsiodreskeprorbbobascerwin WM60mwhkhmayadvawlyaffectiewak orcmtthered. 13. No standard member maybe out notched, a othemise reduced in strength without ended direction horn to ShucWrd Engoard Record. 14. When modifications are proposed to sWMralewmens under theeaign and certification eta SpectlyS wWmlEghw(SMXwdmaut our nbythe SSEmwtbeobtdndandsuWitted t the SuucWral Engineer of Record fa review, prior to performing the proposed modification. SPECIALTY STRUCTURAL ENGINEERING (SSE) 1. A Specialty SWdurd Engineer is defined as a Palessimal Ergider licensed in the State of list iana,act We Structural Engineer of Record, who perbrms Structural Enginedng ftumors necessary far ire structure lobe mnnplered and who has shown expenence major training in the specific speciality. 2. it is the Specialty Standard Engineer's respoabliy to raw raw to Conduction Drawings and Specnicalions to town ire the appropriate scope of engimerng. 3. 4 a the intent tithe Drawings and Specifications to puts We sufficient information for the Spears Structural Engineer (SSE) to perfomh his design and mahss. Hie SSEdetermiresierearedetails, fmWra,aunmkipatdpmjectliritswhkhcodidw teenghwNreouirmeMsasdescrtdin the project Womme, the SSE shall in a Many manner, contact the Standard Engineer of Record fa nodded of con0ds. 4. The Specialty Structural Engineer (SSE) Mal fewad documents to the Seems! Engineer of Record fa review. Such decumMs shdl bariestamp tithe SSE and include: A) Drawing introducing Egneedng input such as definingiecmfiguatim a ductual coackyd amMrdmmppmd mdortheiraombyhb&mUalsyaems. B) Calculations. Of Computer proms which are an acceptable substitute fa manual calculations provided May me wmrTmied by sdbleM dasign asmrrptims aM iden M inpmtand Mpm Wm tm to permit their proper mutation. Such information Aal bearie aanp of ie5pecially Ergineeras an indication tat aid engineer has accepted responsiblidyfar the mulls. 5. Contractors are relened b Me specro technical spetifiation sections and be sWMd drawings fa tmeelementsrequiring SpecUyS cWmIEminwhg. Examplesofcomponentsrequiring Specialty SVuctaral Engineering ini bud are M Imbed tote following: A) CoN-Fom¢d Shed Framing. 6. Whmmedicafimsarepr0pocedtoelemedsundartedaignaMced twofte5pecidy SYuctural Engneer(SSE), written anflodzdon by the SSE mud be obtained and submitted to the Engineer of Record for review, prior To performing the proposed modification. DESIGN CRITERIA 1. DESIGNSTANDARDS: ThoiMmdddmign ands sandlacMdaamasblbm: General The2014lndima Building Cede(2)f2lmematbmI Budding Cede (IBC) wit Indiana Amendments) Concrete ACT 318 Mamnry ACI 530 Steil Deck Steil Deck Instate CON -Famed Metal A154A50 Ad rde2nced standards and Codes, as wel as ASTM mobers, are for the editions of these publications reference in to Building Cede Wed above unless oterxbe need. 2. DEADLOADS: Gravity Ded Loadsms hthedesignoftesnmreareascanputcbfathe matdals of consbudon incorporated into the building, including but not limited b wale, fleas, caings, areaways, fixed partitions, finishes, cladding and other wmilar architectural and structural hems, as well as mechanial, electrical and plumbing equipment and flown and material handling and fixed service equipment including the weight of cranes. 3. ROOF LNESNOW LOADS: Gavly Live Lends used in Me design of to roof structure meet or exceed the blurmg rule A Snow Lod Ground Snow Load Pg 20 PSF Flat Roof Snow Load, Ph 14 PSF Low Slope Minimum Snow Lod, Pm 20 PSF ExPmure Factor, Ce 1.0 Risk Category UES Table 16045) II Snow Importance Fader, 6 1.0 Thermo Factors Of 1.0 B. Minimum Roof Live Load 21 PSF C. Overhang Eaves B Pmjeclms 28 PSF 1. Sloped roof snow bads tabulated in accadance with Section 7.4, ASCE 7. 2. Unbalance]roof snow bets calculated in accadance wit Seddon 7.6, ASCE 7. Specialty Structural Engineers must consider unbalanced srow loads in the design of preengoared Wises, hones, skylght, curtain wals, cold fomhed metal Wadng canopies, etc. 3. aft bads document in accordance win Sedon 7.7, ASCE 7. 4. Roofs unit for roof gaders or assembly purposes have been Msgnal for a minimum live bad of 100 PSF. 4. HATM4LOADS:Let&dloadswemmmpptedmiNg fdowingcrMn: A Wind Lod Ultimate Design Wind Speed, Van 115 MPH Nominal Design Wind Speed, Vasd 89 MPH Wind Exposure Category C Risk Category (IBC Table 1601.5) II Internal Pressure Ccetciml, DOTI +1-0.18 B. Seismic Lod Site Claswfitalm D Risk Category (ISO Table 1601.5) II Seismic Importance Factor Is 1.0 Mapped Spectral Response Acceleration, Ss 0.1489 Mapped Spectral Response Accelerator, S1 0.082g Design Spectral Response Accderatiou, Sets 0.15Bg Design Spectral Response Acceleration, Sol 0.131g Setsmk Design Category, SM B Response Modification Coefficient R 3 5. SAFETY FACTORS: Thlssnroture has been designed wM'Safety Fadas'in accadance wit accepted pdncpos dAuctural engireetg. The Wndamental nature ofthe'Safety Fader a to compensab for uncertainties in the design, fabrication, and erection of structural building containers;. tto ntended that Safety Faaas' be used such that the bad -carrying capacity the structure does notfal bebwthe design bed and tat the bidding will perorm unit& design bad without distress. While the use of'Safety Factorsimplies so mencess capechybeyond design bad, such excess deposits cannot be adequately preached and SHALL NOT BE RELIED UPON. REINFORCED MASONRY NOTES 1. Al combination of reinforced masonry wells To be in accordance wit tit Building Code Requiemens for Concrec Memory Svuclures (ACI 530)and Commentary. A( fm=210OPSI B) Maximum height of masonry lt: 5-0' Of Maximum height of grant lift: 5-0' D) SaSpecifiatlons fa ddnional masonrywal nfamation. 2. CONCRETE BLOCK: Minimum compressive test enough an the not crmssedonal area: 2800 PSI. 3 MORTAR: Type S required. 4. GROUT: ASTM 04762500 PSI with a dump of8'min. and IV max. 5 REINFORCING:fy=60000PSIwdtadn.lapof48Lardiamebrs. LINTEL SCHEDULE 1. Where birds are not specificaly shown a mind antl le SWctural or Architectural Drawings, provide th blbwrg Intel over all openings and recesses in both intendrand exlerornonbad-bearing wals. A) Veneer ManonryOpening Angie Size Up To S'-T 144 5116 Ova 6-0'B up In T-0' Ux4x5I6 Ovei LA4318 Allanglesare LLV(bng IegvMd),unlessnotedoNh %. Provide1'ofhewingperfmtofspan each and with minimum 81 . B) Block: For openings up to 8'-0' long expand in the finished room, use Intel black filed with grant Grout al exposed pants and dance as idbws: 1) Fa6'thickblock 1-#5 bar 2) Fa8-thickNeck 2451as FOUNDATIONS 1. Prmhdl dab on grade areas with a medium -weight under or titer mieble equipment b ch&k for pockets dsoft matdal hidden benoat a to awtd beaersdl. Any unsuitable materialsthus exposed should be removed and replaced wit compacted, engineered fill an ontided in the specifications. Rodmling operations shad be monelaed by the Gentechnkal Testing Agency. 2. All engineered fill beneath dabs and over footings should be compacted to a dry densdyof at least 93%of be MddiedPmbrmminum drydms4 (ASTM D-1557). All fill which shad be stressed by foundation bads steal be approved grmubr matnats compacted b adryeemitydatlead95%(ASTM 01557). Coordinate all fill and canpzction operations with the Spedficalms and the Subsurface Investigation. 3. Compaction shall the acmmplshd by placing fil in approxrnae 8' Its antl merhanialy containing each Itto at lead the specified minimum dry densely. Forlarge areas of fiL field denely Nets shdl be performed fa each 3,000 square feet of building area for each It as mcessaryto insure tomorrow conga:tion is being achieved. 4. Wall pounds to bear on firm natural silk or welloonpected engineered fill with abwable bearing pressures of 200o PSF. it is essential tat the foundatims be impectd to Insure tat ill tome sett, or oterwse undaWble material (sum as aganbs, exiting uncodoled fit et.) is removed and that the fmundatbns will bear on satisfactory material. The Geotechnbal Testing Agency shall inspect Jim subgraee and perform any recmmtesstoosuretatteac dbearogcapacbesmeetoreaedtedesigncapacN .The GeotechnUITaWg Agemyshdl vdfy thebeamg capac4 ateach spread column fWWg and every 10 fat on mta fa strip fmtngs prxn to pl a rem ant d wmrew. 5. Rec foWngstesamedaytheexcavatwispatearmed. ittis is not possible, the borings steal be adequately protected against my de memal change in condnien, such as from disturbance, rain, or toward. 6. it is the responsifty dthe Cotradtor antl each SubContrada to verify the occatlon of all When and services shown, a no shown; and establish safe waling conditions before cMmenang work. 7. The Cmhacbr shall layout Me entire building and field ver'dyall dimensions prior b exavdion. CONCRETE REINFORCING 1. Ramomenaent enter tan Wit drawn wire for spirals and welded wire fabric, shall have debarred surfaces in accordance with ASTM A30S 2. Reinforcing steel shall contain b ASTM A615, Grade 60, unless noted. 3. Welded wire fabric shag common to ASTM AT85, unless noted. 4. Where hods a re indicated, provide aandard hacks per ACI and CRSI fa all has unless other hook dimensions are sham on the p Ian s a d add s. 6 Ramomementin founds 8wals shall becmbnuous. Lapbarsamnimumd40diameemunless Tottl otherwise. 6. Ramomenaent steal be supported and seared against displacement in accordance with the CR51 'Manual d5tndard Practice. 7. Demils of reinforcing steal fabrication and placement shall conform to ACI 315'Dewds and Dealing of Concrete Rartorcemenf ad ACI 315R'Manual of Engineering and Placing Drawings fa Relndcd Concrete SW tumn', Who otherwise Indicated. 8. Spread reinforcing said around Waal opening and sleeves in slabs and wals, where possible and where bar ppacing 411 not exceed 1.5 times the Waal spacing. Dissertate has at of large openings where necessary, and provide an area of enforcement equal to the intmupted reinforcement in ball length has, distrbuting amehd each side tithe opening. WhereshdnkageaMNmperansre relnforcement is iMmupled, add (2)45 x opening dinensm+sV T on each side of the opening. Provide #5 x 4'-0' langdiagonal bars in bothfaces, death tamer of openings largerthan 13' in anydirection. 9 Provide standees fa the support of top dnfacemern for twangs, pile caps, and mas. 10 Provide individual high chairs welh support hers, as required for the support of by redffomement for supported dabs. Do NOT provide summers. 11. Pass We srapun plastic space wheds b maintain mat Wed concrete cover for verfical will reinforcement. 12. Whemwalsskmcdumnboings,prwbedowesfatewdl. Dowdashdlbethesames'veand spacing a the vertical will reinforcement, unless noted otheanse, wM lab splices as shown on the application actors. Ideal dowels in the forcing forms before concrete is placed. Do NOT stick dames into footings aier concrete As placed 13 FeN bending d dnforang seal is prohibited, unless noel an drawings. 14. MIran um cereals ewer over mountng steel shill be an idbws, unless noted otherwise on plan, sectim a rote MINIMUM COVER FOR REINFORCEMENT MINIMUM COVER SLABS AND JOISTS TOP 8 BOTTOM BARS FOR DRY CONDITIONS #11 BARS 8 SMALLER 314' FOOTINGS 8 BASE SLABS AT FORMED SURFACES B BOTTOMS BEARING ON CONCRETE WORK MAT 7 AT UNFORMED SURFACES 8 B07OMS IN CONTACT WITH EARTH 3. TOP OF FOOTINGS SAME AS SLABS CAST IN PLACE CONCRETE 1. Dade offabdgfion ofreMorcemen4 hand bg and placing of the concrete, connotation offorms and placement of redbrcement not otemise covered byte Plans and Specifications, siml wrap lywith the ACI Cede requirements of the lamer re,bed date 2. Cord weather morning shad be in accordance with ACI 306. Cold wearer is defined an a pared Men fa more tan 3 successive days to average daily as temperature drops bdoa 4OF and slays belay 50F. The Contractor steal mainen a copy of this pubiman on ses 3. Ibtwaierconcretng AalbeinamadancewMAC1305. Fbowealher is ddned as any mmbbafiondbefolwnngcmdOwstattodsbimpeithequd4oftetahymixdaMa and concrete high amblentempeeWre, Hgh cmcreNtempaaWre lm reiaMe humi ley,, wind speed a mlerrad'ation The Cmtradar steal maintain a copy of the publication on sib. 4. A cadged Tastrrg Agency shall be retained to perform ministry standard testing including numsaementof slump, ale temperature, concrete cylindertedng, etc. tommuse mnlamancewith to ContractDocuments. Submbmpeasto ArditecOEnginew 5. Finding ofSbs: Alta screedirg, bull floating and Mating eperafions have been completed apply finalf rish as indoded below, and as Wanted in the Dvision 3 Cast In PleceConaete5pedificatim of to Prowl Manual. A Fluor Slabs Hard Trowel Finish B. Ramps, Stairs, 8 Sidewalks Broom Finish C. Drrving5urfaces Rough Staid Finish Sample Rnishes: See Specniatlas fa sample and mockup requirements, Bany. Floor Tolerances: Seethe Specificatiom fa specified R and R tolerances. Ff and Finstingshall be pedmmdbyte Tedng Agoyinmoadamew ASTME-1155.Results,indudingwmp ma rejection of the work will be provided to the Codacbr and the /rchnees aginem whin 48 hours after dale cdledm. Remedies for oNutblerarce work shall be in accadance wit the Specifications. When approved by the Stratford Engnew of Racers, measurement of the gaps tweed a 104od straightedge maybe used in tan of Ff and H fisting. Approval must he obtained in wring prior to the beginning of mnarete operation. 6. Finding of Finned Surfaces: Finish finned surleces is indicated below, and as described in ire Division 3 Cast In Race Concrete Specification tithe Project Manual. A Seesof FoAgs Rough Form Finish B. Surfaces not exposed to pubic view Rough Form Finish C. Surfaces exposed to pubic view Smooth Fain Finish 7. The Cadacbr shall caused wM the Structural Engineer of Record brae silting concrete workW edaHtsh a mandatory placing schedule and to debrmine the location d constotion points man b minimize the effects of shrinkage in the floor system. 8. Sawn orbdedcodobcmtractien parts shed be provided in al slabs on grade. Faahamed structure, jams shall be located on ill moan Ines. If to min= spacing exceeds ray-C', provide her etiate joint. Exterior slabs, and interior slabs wiiouf column shad have pFw spaced a maximum of l 5'-0' agar. Ieyoulio at so Mat maximum aspect ratio (ratio of long side to shot skew does not eroeed 1.5. 9. bintsinstbsrommwafiniAedflommayremanudlW,unlemrequireebythdoishfbaog mowbr. Allevp sobsshdlbefilkdwMmdmtsWMni hDNbbn7,aasfdbws: Allslabsin induMd, manufadudng, awarehmw applkatbns subjatb wheeled Vaffb shall befiled wM speared epoxy resin seabM, all otherjants shall befilled whit specified dastmewc seawM DeferNlingdpints as long as possible, preferably minimum of 4to6 weals aiderthestb has ban cured. Prortofiling, remove ad debris tan the slab joints, the fill in accordance with the manufacbrars recommendation 10. Sidewalks, awn, ex&nor retalning waft, and other she concrete are not indicated an the Structural Dawigs. Rderbte SndCMlmdArchft c ral Drawbgsfabcafimsdmmsons,elevasom, loading and finish deal CONCRETE MIX CLASSES CtASSACONCRETE: FOOTINGS COMPRESSIVE STRENGTH 4000PSI MAXIMUM WATERCEMENT RATIO 0.45 AIR CONTENT 0-3 PERCENT WATER -REDUCING ADMIXTURE REQUIRED SLUMP 570612' CLASS B CONCRETE: INTERIOR CONCRETE SLABS COMPRESSIVE STRENGTH 40W PSI MINIMUM CEMENTITIOUS MATERIAL CONTENT 517 LB1CU YD AIR CONTENT 0-3 PERCENT WATER -REDUCING ADMIXTURE REQUIRED SLUMP 50 TO 612' CtASSECONCRETE: EXTERIOR CONCRETE SUBJECT TO FREEZE -THAW COMPRESSIVE STRENGTH 40M PSI MINIMUM CEMENTTIOUS MATERIAL CONTENT 564 LBICU YD AIR CONTENT 62 1 PERCENT WATER -REDUCING ADMIXTURE REQUIRED SLUMP 51T0610 COARSEAGGREGATE CRUSHEDSTONE INCREASE COMPRESSIVE STRENGTH TO 450OPS1 FOR EXTERIOR REINFORCED CONCRETE SUBJECT TO REUSE OF DE-ICERS. CUSS LC CONCRETE: LEAN CONCRETE FILL COMPRESSIVE STRENGTH 2O0D PSI MAXIMUM WATERICEMENT RATIO 0.65 AIR CONTENT OPTIONAL WATER -REDUCING ADMIXTURE NOTREOUIRED SLUMP 470T 1. SLUMP: MIXES CONTAINING TYPE A WRDA 50 MAXIMUM TAXES CONTAINING MID RANGEWRDA 5-61I2' TAXES CONTAINING HIGH-RANGEWRDA 5-84 2. SPECTRED MINIMUM CEMENNTIOUS MATERIAL CONTENTS PRE BASED ON THE USE OF WATER REDUCING ADMIXTURES. 3. INCLUDE AN AIR -ENTRAINING ADMIXTURE FOR ALL CONCRETE EXPOSED TO FREEZING AND THAWING IN SERVICE AND FOR ALL CONCRETE EXPOSED TO COLD WEATHER DURING CONSTRUCTION, BEFORE ATTAINING ITS SPECIFIED DESIGN COMPRESSIVE STRENGTH. REF. ACI306 FOR DEFINITION OF COLD WEATHER. 4. CUSS C FLY ASH MAY BE USED AS A CEMENT SUBSTITUTE WITH A MAXIMUM 20% SUBSTITUTION RATE ON POUND -PER -POUND BASIS. 5. SLAG CEMENT MAY BE USED AS A SUBSTITUTE FOR PORTAND CEMENT WITH A MAXIMUM 50%SUBSTRUrION RATE ON A POUND -PER -POUND BASIS WITH THE EXCEPTION OF CUSS E CONCRETE, WHICH SHALL BE LIMITED TO 30%. 6. WHEN SLAB CEMENT AND FLY ASH PRE LASED IN THE SAME CONCRETE MIX, THE MAXIMUM SUBSTITUTION RATES SHALL COMPLY WITH THE FOLLOWING: PORTAND CEMENTISLAGIRLY ASH RATIO: CUSS E EXTERIOR CONCRETE 70%120%I10% ALLOTIHERCASSES 50%130%120% 7 FOR CONCRETE TO BE CAST DURING COLD WEATHER, RE MAXIMUM SUBSTITUTION RATE FOR SLAG CEMENTSHALL BE 30%. IF SLAG CEMENTAND FLY ASHARE USED IN THE SAME MIX THE MAXIMUM SUBSTITUTION RATES SHALL COMPLY W ITH A RATIO OF PORTLAND CEMENTISLAGIFLY ASH OF 70%120%110%. 8. PROPORTION CONCRETE MIXES TO PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO THE CORNERS AND ANGLES OF THE FORMS TO BE EMPLOYED, WITHOUT SEGREGATION AND EXCESSIVE BLEEDING. 9. ADJUSTMENTS TO THE APPROVED MIX DESIGNS MAY BE REQUESTED BY THE CONTRACTOR WHEN JOB CONDITIONS WEATHER, TEST RESULTS OR OTHER CIRCUMSTANCES WARRANT. THESE REVISED MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECTIENGINEER FOR APPROVAL PRIOR TO USE. STEEL DECK NOTES f. At dad dark matte, fabdation and installation steal mnfam to the Sbel Deck Ind"Ar'SDI SPECIFICATIONS AND COMMENTARY' and 'CODE OF RECOMMENDED STANDARD PRACTICE,' current ditbn, unless Doted. 2. Rovbemern me decksupp natdldeckspmchmges. ProvideUxW116decksupportatal culture where ranked. 3. At dark steal be provided in a minimum of3spm region More possible. 4. Mechanicalfanbrers are to be used in lien ofwelding, providitgfanbrers meet a exceed the arergtofspecfiedwelds. Submkfas mrdagndalebthe Structural Engnmof Recordfa review. 5. Do not suspend any items, such as ducmoM1, medamiral and decniral draw, wings, at. from steeldeck. 6. Rmd deck damage Add beatteded at ads of cantilevers and ma maxmum spacing 17mc. tan cantkvered o eideck ends. The roof deck most becompletelyfadend to the supports and at to sideleps before any bed 6 applied to the candever. 7. Submit shop drawings for review of general conlam ante to deign can cap in accadance wit Spe ificdons in the Project Manua. Ereason drawings shall straw rypeof deck, shop finish, accessories, method of attachment edge details, deck openings and reinforcement and sequence din oration. 8. lmtalMd talesshdlbesededwMacbsurepre2gaugestklmrihendeckandmechanialy lestenedtodeck. Steeldkhdaysibw*ombebwwdlberejected. Deckundsddarebent warned,adamagdinmywaywhichwardimairtestmngtandappe mceoftedeckshdlbe removed ham the she. COLD -FORMED (LIGHT GAUGE) METAL FRAMING NOTES 1. At cold -famed sled taming members, tar design, fabndAion, and erosion shall coupon to the 'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS' of to latest adman of the AISL 2. At taming members shill be famd from seal command b ASTM A653 win a minimum yield strength as idbws, A) 12,14816gaugemembers: Fr501d B) 78, 209an9e mambas: FY-331oi 3. All homing members shall be galvanized win a G60 carbon meeting the requirements of ASTM A(55S unless otherwise indicated. 4. Manbers steal be the Manufacturers standard 'C-Shaped sbdsljdsts of the size, flange with, and gauge indicated. All members steal have a minimum flange lip reform of 12' and satisfy the minimum propfteinaaotamew to Seel Stud MannfacWrm Assxialm(SSMA). 5. The gauge of all barks shall match the gauge d the assaiatd joist unless otherwise Wed. 6. NlwddingshalbeinacmdamewMAVVSSpecikaWn Dl.3 Noweldirgdmanbersiesstlanl4 gauge in thickness is permitted wAAmutthe approval of the SER. AI weldogshdl be performed by ceMfisd welders. Nlwddsshd1betmchd WwMonodchpdMina mmmwit ASTMA7W. 7. Rovbebrigingfajossmdr&matmbspmandatamAmumspwhgd6-0'o.c.,unimnotd otherwise. Ad budging shelf be inswled prior to the appbation of any Waing. Connect bridging to each member by clip angles, aother approved method far Me Manufacturers rammements. 8. Provbewd Mlemm ApbtandmiwrbmhgsinwmMmmwhte Mandator&'sregdramoZ. 9. Probe to Manufacturers standard trod, clip angles, bracim, reinforcement, interests, aid accessores as recommended bythe Manufacturer for the application indicated and as needed b providea mmplewframingsysem. Unless otemtse indrawd, octal temetl*aming sysem n amordamew to Manufacturersshopdra ngs,wdminmdmsandmmmmmddws. 10. Temporary bracing shad be provided and remain in place and wares canpletdy shbizei 11. Shop drawings: Shaw layout sparingly was, thicknesses, types of cold -famed meet taming, and estening and anchorage details, ncbdog mechanical stoners. ShowseobrMg channels, opening *saying, supplemeMd Warning, strapping, bracing, bridging, spikes, aaesmdes connection deals, and ad achment0 adjoining work. 12. Structural Performance Povdemid-f=MmedframingcapableofwMslandingdesgnloads within limits and under omsitrms indicated. A) Design Loads: Reference to Design Crelene Notes. B) Deflection Limits: DesgnhamingsysemstowMstanddesignloadswelhouldeflecbmgrealer tan to fdbwkng: 1. Rod Framing: VeMal detection of I G90 d to span under Windrow bad. Urn it deflection under total bed (dead +lwelsnwv) To 11240 of the span. 13. Desgnframing systems to prow We for movement of taming inanhem without data age or overstressing, sheathing failure, undue strati an fasteners and aothers, aother demrnmat effects when subject an ambient temperature change of not less tan 120 degrees F. 14. Design hearing system b maintain clamances at openings, to slow for combustion becomes, am accommodab live bad ddecrion of primary build Ing smicarre as folows: Upward and downward movement of 39 inch. E 10 C 191 M SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-arch.com Project No. 2018-058.MRR Project Date 03.08.2019 Produced NHF/WBH 6. PENO W10 Some OF All These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. 1198 Central Park Drive West Carmel , IN 46032 N KEY PLAN I Carmel/Clay Parks Central Park Trailhead & West Receiving Project RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel �t�tA�XID, DATE: 11/13/19 49 0 3 E 1 STRUCTURAL NOTES S501 n 5 n 3 PA El Abbreviations A LABEL Class A door JAN janitor NE architect/engineer JAN CLO janitor closet ADA Americans with Disabilities Act ADD addendum KD knockdown ADMIN administration KIT kitchen AFF above finished floor KO knockout ALUM aluminum AMT amount LAM laminate APPROX approximate LAM GL laminated glass APT apartment LAO lacquer ARCH Architect LAU laundry ASI Architect's Supplemental Instruction LAV lavatory ASSN association LC laundry chute ASSY assembly LDG landing ASTM American Society for Testing and Materials LED light emifiingg diode AVE avenue LF linear feet(bat) AVG average LF INS loose till insulation AWI Architectural Woodworking institute LH Leff hand LHR left hand reverse B LABEL Class B door LIB library BD board LKR RM locker mom BFC below finished ceiling LN lane BFF below finish floor LOC location BITUM bituminous LRG large BLDG building LT light BLKHD bulkhead LT GA light gauge BLVD boulevard LVDR louver door BOCA Building Officials and Code Administrators Association International MAINT maintenance BOT bottom MAN manual BRG bearing MATL material ERG PL bearing plate MAX maximum BSMT basement MB marker board PLAS cement plaster PLAS CLG cement plaster ceiling HT ceiling height close' clear concrete masonry unit 2 counter RTP countertop column C concrete C FLR concrete floor F conference STIR constmcfion RD coordinate R corridor carpet Construction Specifications Institute T casement K casework ceramic tile ceramic tile base ceramic tile floor center T cubic feet J cubic inch cubicle r custodian BEL Class D door datum decibel double ACTDR double acting door GLZ double glaze fountain ung (door, window) E LABEL Class E door EA each EC Electrical Contractor EFS exterior finish system EIFS exterior insulation and finish system EJ expansion joint EL/ELEV elevation ELEC electric ELEV elevator EMER emergency ENAM enamel ENCL enclosure ENTR entrance EOS edge of slab EPDM ethylene propylene diene monomer EQ equal EQUIP equipment EQUIV equivalent ESCAL escalator ESMT easement EST estimate ECT at cetra EXIST existing, EXP JT expansion joint FAB fabric FAS fascia FAS BD fascia board floor grade wood cabinet masonry unit Contractor FTR finnerTtubed radiation FURG furring FURN furniture FWC fabric wall covering GA gauge GAL gallon GALV galvanized GC General Contrator GFRC glass -fiber -reinforced concrete GFRG GFRP glass-fiber-reinforeced gypsum glass-fiber-reinforeced plaster GFRP glass-fiber-reinforeced plastic GL BLK glass block GLU LAM glue laminated wood GOVT government GWB gypsum wallboard HAZ hams! HAZ MAT hazardous materials HC handleso HC hose cabinet HCWD hallow core woad door HD HDBD hand all er du hardboard heavy ty HDO high density overlay HDW hardware HDWD hardwood HM hollow metal HORIZ horizontal HQ headquarters HR hour HT height HTR heater HWY highway HVAC heating, ventalation and air conditioning IBC International Building Code ID inside diameter ID inside dimension IN inch/inches INSTL install INSTR instrument INSUL insulation, (a), (ad) INT interior medium density overlay measure mechanical RM mechanical room REC manufacturer's recommendation MO masonry opening MT mount MTD mounted MTG mounting MTL metal MULL mullion NA not applicable NBC National Building Code NEC National Electric Cade NFC National Fire Code NIBS National Institute of Building Sciences NIC not in contract NO number NOM naninal NITS not to scale O/O out to out OC on center OD outside diameter OD outside dimension OFC office OFD overflow drain OPNG openingg OPP opposr'e ORD overflow roof drain ORIG original OSHA Occupational Safety and Health Administration PARG PART panrg9 ing padral Pan paficleboard PCT percent PERF perforated PKG package PLAS LAM plastic laminate PLYWD plywood PNL panel PORC porcelain PR pair PREFAB prefabricated PREFIN prefinish PREFMO preformed PREP preparation PRKG parking PROJ project PT paint PTCONC past -tensioned concrete R radius RB resilient Was RCP reflected ceiling plan RD met drain REBAR reinforcing steel bars RECD received RECPT receptacle REF reference REF refit armor REINF reinforced REQ require REQD required REST restroom RFI request for information RFP reqpuest for proposal RH rig, RH roof hatch RHR right hand reverse RM room RD rough opening RTG rating RTU maf lap unit suspended acoustical file suspended acoustical file ceiling seat cover dispenser school 3 schedule N schematic solid core wood door smoke detector soap dispenser as ion square foot (feet) D softwood shower sheet similar sealant small specification 2 sprinkler speaker square square inch square yard stainless steel street station standard steel 'T steel'oist JTL steel lintel steel plate - DK steel roof deck 3 steel tube 2 steel truss storage stair(s :T s ructural :T STL structural steel sup lment so ace Surround survey suspend CLG suspended ceiling sheet vinyl service sewer system Uniform Building Code Uniform Fire Code Underwriters Laboratories Uniform Mechanical Code unless noted otherwise Uniform Plumbing Code unintermptible powersupply utility vanafion varies vinyl base vinyl composition tile vitrdied clay file vehicle vertical vestibule verify in field volume veneer plaster vapor retarder vent through met vinyl wall covering vinyl wall fabric wall cabinets with without wood base wall covering wood weep hole warehouse where occurs working aint wainscof weight RELEASED FOR CONSTRUCTION Subject to compliance with all mgulafions of State and Local Codes City of Carmel DATE: 11/13/19 5 4 3 CODE SUMMARY 2014 Indiana Building Code (IBC) APPLICABLE CODE: 2014 Indiana Mechanical Code (IMC) ICC/ANSI A-117.1 Standard, 2009 Edition Indianapolis -Marion County Fire Protection Code (MCFPC SCOPE OF WORK: The project involves construction of a restroom building of 246 sq ft for use by people using the March Trail. OCCUPANCY B Occupancy [304.1] CLASSIFICATION: CONSTRUCTION TYPE: Type VB Construction permitted based upon allowable area [503.1] ALLOWABLE AREA: Tabular: 9,000 sq. ft. [Table 503] Actual: 246 sq. ft. BUILDING Building elements are permitted to be of nomated combustible construction ELEMENTS: [Table 601] INCIDENTAL USE None Applicable [Table 509] SEPARATION: AUTOMATIC Not required [903.2] SPRINKLERS: FIRE ALARM Not required [907.2.2j SYSTEM: VARIANCE Variance 18-12-10 was approved to net require the building to comply with APPROVAL the Indiana Energy Code 1 Material Symbols CONCRETE MASONRY UNIT FACE BRICK EARTH CONCRETE METAUSTEEL FINISHED WOOD TRIM WOOD BLOCKING puam.aya,cl INSULATION (LOOSE OR BATT.) INSULATION (RIGID) GYPSUM BOARD/PLASTER Reference Symbols TITLE MARK View Name 1/B' =1'-0w SM SECTION MARK A707 Ref r DETAIL REFERENCE ELEVATION MARK rc A101 rot Ref SHEET REFERENCE CUT LINE 1 Sim DETAIL MARK A701 � 1 PLAN NOTE DESIGNATION x / • PAP WHEELCHAIR CLEARANCE RADIUS r WALL DESIGNATION 1t Door Number Hardware Set DOOR NUMBER Door Label Panel Type WINDOW NUMBER 1t FURNITURE FM FB COLUMN DESIGNATION FB r NORTH ARROW N ROOM TAG Room name fOf UNIT MATCHUNE UNITA UNIT B DEMOLITION NOTE f A7 REVISION TAG DATUM POINT Specification Unique Idenigier Reference (NotA Reference) KEYNOTE LABEL �00000 B E I IN I1A 110 (4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.MRR Project Data 03.08.2019 Produced BCaB 1198 Central Park Drive West Cannel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project ARCHITECTURAL GENERAL NOTES AND ABBREVIATIONS A-001 1 6 5 4 3 2 1 General Plan Notes E 6D ROOF TYPE -A 1 yr = r-0" 6C EM8S WALL TYPE 1 112" = V-0" r-1 41 13.F1 -COVER BOARD 41 13.A2 - METAL ROOF PANEL, 0741 13.A3 - UNDERLAYM ENT, SELF -ADHERING SHEET 21 OO.D3 - FOAM PLASTIC BOARD 5ULATION, 2" 31 OO.C2 - ROOF DECK, REF SERIES DW GS SIN PACE, FREE OF IE MASONRY JNRY TIE IATION, JNRY JOINT -MASONRY JOINT MENT -AIR SPACE, FREE OF 20 00. K3 - MASONRY TIE 20 00.133 - CMU, S IN 20 00.11,15 - INSULATION, 20 0052 - FACE BRICK, REF VATIONS FOR TYPE ICI O PUBLIC RESTROOMS SIGN TYPE "Ull SIGNAGE DETAILS MATERIAL: ACRYLIC PANEL SIGN GRAPHICS: HELVETICA REGULAR BACKGROUND COLOR: TO BE SELECTED TEXT COLOR: TO BE SELECTED MOUNTING: CUSHION DOUBLED SIDED TAPE 5E ALL SIGNS/DETAILS -P0 Ic EM8B WALL TYPE 6B 1112"=,'0" A-2g0 DECK, SEE S-SERIES DRAWINGS FOR ANCHORAGE 3C A-200 CUT BLOCK AS REQUIRED AND SECURE TO STRUCTURE ABOVE PER S-SERIES DRAWINGS 20 00.82 - CMU, 6IN 20 OO.K2 - MASONRY JOINT INFORCEMENT MOUNTING LOCATION (STRIKE SIDE) ffill RT-A 3" / l'-0 N L J I• ID A-200i I1A A-200i 20 1 200 1D A-200i A-2001 ) A -200 FIRST FLOOR REFLECTED CEILING PLAN ZC 1/4" 1.-0.. A. All dimensions shown are to fare of stud or masonry, unless noted otherwise. Dimensions designated as "CUR or "clear" indicate a clear dimension from face of finish to face of finish. Dimensions of exterior walls are to outside edge of foundation. B. All exposed outside corners of CMU shall be bullnosed. C. Seal all joints between dissimilar materials. D. All interiorwalls are Type "M-6D", unless noted otherwise. E. Base elevation is 0'-0" = 840.50' (United States Geological Survey data). F. Hatching within walls shown in plans and sections indicates new construction. FLOOR PLAN NOTES q Note 1 FLOOR DRAIN, REFER TO PSERIES DRAWINGS FOR DETAILS 2 DRINKING FOUNTAINS, REFER TO P-SERIES DRAWINGS FOR DETAILS 3 141N X 4IN ALUMINUM DOWNSPOUTWITH SPLASHBLOCK 4 1 PROVIDE PANEL SIGNAGE - TYPE C2 General Refl. Ceiling Plan Notes A. All exposed ductwork, piping etc. shall be painted. Color selected by Archtect. REFLECTED CEILING PLAN NOTES It I NOTE t WOOD DECKING, ATTACH DECKING TO METAL JOISTS 2 LIGHT FIXTURE, REFER TO ESERIES DRAWINGS FOR DETAILS 3 07 42 93 - METAL SOFFIT PANELS 4 EXPOSED STRUCTURE 5 4 IN X 4 IN ALUM INUM DOW NSPOUT 6 5"ALUMINUM GUTTER 7 PAINTED METAL PLATE, COLOR TO BE SELECTED BY ARCHITECT ROOF PLAN NOTES M I Note t 5" ALUMINUM GUTTER IE C SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-01 Project Date 03.08.2019 Produced BGB These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of to Archtect. They shall be used only wit respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect 1198 Central Park Drive West Carmel , IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes \ City of Carmel (} `A111(1W \IatrN'a1pAAL_ DATE: ` 11/13/19 FIRST FLOOR 4A 114"=1.-0.. Q r 2A FIRST FLOOR PLAN 114 OVERALL FIRST FLOOR PLAN AF101 6 5 4 3 2 1 E DOOR & FRAME SCHEDULE MARK DOOR PANEL SIZE TYPE CITY MAIL GLAZ H W TH FRAME MARK MAIL GLAZ LABEL HDWR SET NOTES MARK 101 F 1 FRP 7'-0' 3'-0' 0'-13/4" Fi AL 02 lot 102 F 1 FRP T-0" T-0' 0'-1 Not- IF1 JAL 02 1 1102 TOM F 1 FRP T-0" T-0" 0'-1 Not- IF1 JAL 01 1 1103 GENERAL NOTES A. This Door Schedule(s) is famished forwhatever assistance it may afford the Contractor. Do not consider it as entirely inclusive. Carefully examine the Drawings (especially the Floor Plans) and the Specifications to determine the extent of door and frame quantities required (including interior borrowed lite or sidelite openings). Should any particular door, frame, or interior borrowed lite or sidelite shown an the Drawings be inadvertently omitted from this Schedule, supply same as required for similar openings. B. The "QTY" column designates the number of leaves in the opening. The "Door Width" column designates the total width of all leaves. In multiple leaf conditions, the leaves shall equally divide the "Door Width" unless noted otherwise; however, the active leaf shall not be less than T-0" wide. C. Verify locksets with the Owner during submittals. •SERE SCH�ED. I I F 5.4.602 - DOOR PANEL ELEVATIONS 114" = 1'-0" ABBREVIATIONS DOOR & FRAME SCHEDULE NOTES See Door Schedule AL Aluminum HIM Hallow Metal ST Steel WD Wood TG Tempered Glazing IG Insulated Glazing LG Laminated Glazing FG Frosted Glazing SP Spandrel Panel F1 5.4.603 - DOOR FRAME ELEVATIONS 114" = 1' 0" 5.4.401 - RESTROOM ACCESSORY SCHEDULE Type Mark Keynote Description Mounting Furnished By Installed By 1 102800 GRAB BAR -18"VERTICAL BOTTOM @40"AFF CONTRACTOR CONTRACTOR 2 102800 GRAB BAR -36"HORIZONTAL TOP @ 2'-11" AFF CONTRACTOR CONTRACTOR 3 102800 GRAB BAR -42"HORIZONTAL TOP @ 2'-11" AFF CONTRACTOR CONTRACTOR 4 102800 TOILET TISSUE DISPENSER - DOUBLE BOTTOM @V-6 AFF OWNER OWNER 5 102800 SANITARY NAPKIN DISPOSAL - SURFACE TOP @30"AFF CONTRACTOR CONTRACTOR 6 102813 MIRROR - 24"X 36" BOTTOM @ 4" ABOVE FIXTURE CONTRACTOR CONTRACTOR 7 102800 SOAP DISPENSER BOTTOM @4'ABOVE FIXTURE OWNER OWNER 8 102800 HAND DRYER - SLIM BOTTOM @42"AFF CONTRACTOR CONTRACTOR RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 11/13/19 ENLARGED RESTROOM -TYPICAL 5B 1/4„=V-01. 49 0 Exterior Finish Schedule THIS LEGEND IS PROVIDED FOR REFERENCE PURPOSES ONLY. PRODUCTS/COLORS INDICATED ARE BASED ON BASIS OF DESIGN MANUFACTURERS. REFER TO SPECIFICATIONS FOR LIST OF ACCEPTED EQUAL MANUFACTURES/PRODUCTS. SPEC MAT'L MARK COLOR: BASIS OF DESIGN SECTION 80% NAPA VALLEY VELOUR, SIOUX 042000 FACE BRICK A CITY BRICK 20% CANTERBURY VELOUR, SIOUX CITY BRICK 074213.23 METAL COMPOSITE MATCH FLOWRIDER BUILDING WALL PANEL 077100 FASCIA, MATCH FLOWRIDER BUILDING GUTTERS, DOWNSPOUTS 079200 SEALANTS ALL SEALANTS USED IN MASONRY CONTROL JOINTS SHALL MATCH THE MASONRY MORTAR ALL SEALANTS USED IN EXPOSED CONCRETE SHALL MATCH THE SURROUNDING COLOR CONCRETE UNLESS NOTED OTHERWISE ALL SEALANTS USED TO SEAL AROUND EXTERIOR WINDOWS AND DOOR FRAMES SHALL MATCH THE WINDOW AND DOOR FRAME COLOR. 081613.99 FRP DOORS & MATCH FLOWRIDER BUILDING FRAMES 089000 LOUVERS MATCH FLOWRIDER BUILDING 3C BUILDING SECTION 1/4" = V-0" BUILDING SECTION 3B 1/4„=V-0„ ,I BUILDING BUILDING SECTION /4" =1'-0" 3 BUILDING ELEVATION NOTES p Note 1 FACE BRICK- TYPE "A" 2 061613.99- FRP DOOR IN ALUMINUM FRAME 3 04 42 00 - STONE CLADDING, ASHLAR PATTERN 4 DRINKING FOUNTAINS, REFER TO P-SERIES DRAWINGS FOR DETAILS 5 074213.23- METAL COMPOSITE WALL PANEL 6 08 45 13.99 - STRUCTURED - POLYCARBONATE - PANEL WALL ASSEMBLY 7 04 20 00 - LIMESTONE TRIM 8 074213.23- METAL PANEL JOINTS 9 074113-METAL FASCIA 10 07 42 93 - METAL SOFFIT PANELS 11 LIGHT FIXTURE, REFER TO E-SERIES DRAWINGS FOR DETAILS 12 41N X 41N ALUMINUM DOWNSPOUT 13 5" ALUMINUM GUTTER 14 PROVIDE CONCRETE SPLASH BLOCK$ 15 07 41 13 - STANDING -SEAM METAL ROOF PANELS 16 MECHANICAL GRILLE, REFER TO h-SERIES DRAWINGS FOR DETAILS T FLOOR Q, Il -0' FLOOR I, Q, r r • E FIRST FLOOR n 0, _ 0„ v 1 D SOUTH BUILDING ELEVATION i l4" = 1'-0" FIRST FLOOR 1C WEST BUILDING ELEVATION v4" = V-0" ST FLOOR I, 01-0' 1 R NORTH BUILDING ELEVATION 114" = 1'-0" EAST BUILDING ELEVATION 1A 114"=1.-0.. 1 FLOOR 0 OR 1 E 10 C w 0 (4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.MRR Project Date 03.08.2019 Produced BGB These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project OVERALL ELEVATIONS A-200 6 5 4 3 2 1 E g� 8 6C WALL SECTION 314" = V-O" 03 30 OO.A5 - ISOLATION JOINT, REF S-SERIES DWGS 03 30 OO.A7 - WATERSTOP, REF_ S-SERIES DWGS 31 20 OO.ANI - SLOPE GRADES AWAY FROM BUILDINGS, REF C-SERIES DWGS Sim I M DOOR & FRAME SYSTEM REF. DOOR SCHEDULE B 71 0O.A1 -THRESHOLD 09 65 13.A1 - FLOOR FINISH, REF I -SERIES DWGS 03 30 OO.A3 - CONIC SLAB, REF 07 71 OO.B3 - MANUFACTURED METAL ROOF EDGE FASCIA 07 21 OO.D3 - FOAM PLASTIC BOARD INSULATION, 2" 05 31 OO.C2 - ROOF DECK, REF S-SERIES DWGS 05 12 OO.Ai - STRUCT STEEL, REF S-SERIES DWGS 07 21 OO.C3 - BLANKET INSULATION, 8" 06 10 53E3 - WOOD BLOCKING PRESERVATIVE -TREATED, 2X CONTINUOUS 074293-SOFFIT PANEL \\\\ 0616 OO.D13-WOOD PANEL SHEATHING, 3/4" 7 25 00.131 - BUILDING WRAP 7 92 OO.B2 - JOINT SEALANT 42000.B9a-CMU BOND BEAM, 81N 7 42 11,12 - FURRING CHANNEL 07 42 1331 - METAL WALL PANEL, 5D WALL SECTION DETAIL 1 il2" = 1'-0" INN., IIIIIIIIIII . f III -III -III -�.' 4. 3 30 OO.B2 BARRIER, UNDER -SLAB, REF S-SERIES DWGS ,. .}-%•"" 042000.A1- CMU F DTN WALL, R EF 6Ei FOUNDATION - THRESHOLD 1 112" = 1'.0" 0' -4 5/8" �0 k1 a�� a TYPE "A" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Inca) Codes City of Carmel '"ION, DATE: 11/13/19 0'-55/8" 0'-4" TYPE "B" WALL SECTION Ni 5A Will" =1-0 92 OO.B2 - JOINT SEALANT 42 0012 - STONE TRIM UNIT, TYPE Loll, 074113.A4-FORMED METAL ROOF PANEL 05 31 OO.C2 - ROOF DECK, REF S-SERIES DWGS 07 21 OO.D3 - FOAM PLASTIC BOARD INSULATION, 2" 07 21 OO.C3 - BLANKET INSULATION, 6" 05 12 OO.A1 - STRUCT STEEL, REF_ S-SERIES DWGS 0741 13.G2 - GUTTER 06 10 53.133 - WOOD BLOCKING PRESERVATIVE -TREATED, 2X CONTINUOUS 074113.G3-DOWNSPOUT 07 41 13.G1 - FLASHING, SHEET METAL 07 42 93 - SOFFIT PANEL 06 16 OO.D13 - WOOD PANEL. SHEATHING, 3/4" 07 25 00.131 - BUILDING WRAP- 07 42 13al -METAL WALL PANEL, FACTORY-FORMED/ASSEMBLED 04 20 00.139a - CMU BOND BEAM, 8 IN 07 92 OO.B2 - JOINT SEALANT N 42 0012 - STONE TRIM UNIT, TYPE "B" 04 20 00.09 - MASONRY WEEP/VENT Q 24" OC 08 45 00.62 - TRANSLUCENT WALL SYSTEM W/ THERMALLY BROKEN / INTERNALGRID WALL SECTION DETAIL 084500-SHIM AS REQUIRED 3D 1112"=1'0" V 92 OO.B2 - JOINT SEALANT 42 00.L2 - STONE TRIM UNIT, TYPE " 042000.05 - STAINLESS STEEL RMINATION BAR 20 00.08 - FLASHING, EMBEDDED ROUGH -WALL 20 00.09 -MASONRY W EEPNENT 24" OC 50 OO.A1 - LOOSE STEEL LINTEL, 4C WALL SECTION DETAIL 1 112" = 1' 0" 4A WALL SECTION 914" = 1'-0" 04 20 00.04 - STAINLESS STEEL DRIP EDGE FLASHING 07 92 00.132 - JOINT SEALANT 08 16 13.99 -SHIM AS REQUIRED 08 16 13.99 - FIBERGLASS REINFORCED PLASTIC DOORS AND FRAMES 04 20 OO.B9a - CMU BOND BEAM, 8 IN 04 42 0011 - STONE TRIM UNIT, "A" 04 20 00.05 - STAINLESS STEEL_ TERMINATION BAR 04 20 OO.N2 - CAVITY DRAINAGE_ MATERIAL 04 20 00.08 - FLASHING, EMBEDDED_ THROUGH -WALL 04 20 00.09 - MASONRY W EEPNENT @ 24" OC 04 20 00.04 - STAINLESS STEEL DRIP EDGE FLASHING 2E3 WALL SECTION DETAIL I fir 03 30 WAS - ISOLATION JOINT, REF_ S-SERIES DWGS 03 30 OO.A3 - CONIC SLAB, REF_ S-SERIES DWGS 072100.132-PERIMETER/UNDERSLA INSULATION, 2" THK, 24" HORIZ. MIN. FIRST FLOOR /1 0'-00 074113.A4-FORMED METAL ROOF PANEL 0721 OO.D3 - FOAM PLASTIC BOARD INSULATION, 2" 05 31 OO.C2 - ROOF DECK, REF S-SERIES DWGS 05 40 0031 - ROOF RAFTER FRAMING, REF S-SERIES DWGS i �072500.B1-BUILDING WRAP 12' 07 42 93 - SOFFIT PANELS 06 16 OO.D13 - WOOD PANEL SHEATHING, 3/4" 07 21 OO.C3 - BLANKET INSULATION, 6" 7 92 OO.B2 - JOINT SEALANT 0742 13R1 - METAL WALL PANEL, FACTORY -FORME D/ASSEMB LED 08 45 00 -SHIM AS REQUIRED 07 42 13.35 -METAL WALL PANEL, `792 OO.B2-JOINT NT Off TR 45 00.B2 - TRANSLUCENT WALL SYSTEM W/THERMALLY BROKEN, INTERNAL GRID 1 E WALL SECTION DETAIL 1 1/2" = 1' O" 41 13.G1 - FLASHING, SHEET TAIL 10 53.B2 -WOOD BLOCKING, INTERNAL GRID 08 51 13.11 - SHIM AS REQUIRED 07 92 00.132 - JOINT SEALANT 04 20 00.1310a - BUrLNOSE CMU SILL, 0'- 4" 8 IN 04 20 00.139a - CMLI BOND BEAM, 8IN 04 42 OO.L2 - STONE TRIM UNIT, TYPE 07 21 OO.C3 - BLAINNKET INSULATION, .B. 6" 04 20 0012 - FACE BRICK, REF 09 22 16.C6 - INT STEEL STUD ELEVATIONS FOR TYPE FRAMING, 3-5/8" q 16" O.C. 04 20 00.05 - STAINLESS STEEL TERMINATION BAR 06 16 00.1312 - WOOD PANEL 04 20 00.09 - MASONRY W EEPNENT SHEATHING, 12" I Q 24" OC 04 20 00.08 - FLASHING, EMBEDDED - THROUGH -WALL 04 20 00.04 - STAINLESS STEEL DRIP SEDGE FLASHING 30 OO.A5 - ISOLATION JOINT, REF SERIES DWGS 30 OO.A3 - CONIC SLAB, REF SERIES DWGS 21 00.03-FOAM PLASTIC BOARD FLOOR I\ 0'-0" 1 20 00.05 - STAINLESS STEEL RMINATION BAR 20 OO.N2 - CAVITY DRAINAGE TERIAL 20 00.08 - FLASHING, EMBEDDED ROUGH -WALL 20 00.09 - MASONRY WEEPNENT 24" OC 12 OO.A1 - STRUCT STEEL, REF SERIES DWGS 4300.B1-STONEMASONRY 20 OO.B9a - CMU BOND BEAM, 8 IN 20 OOR3 - CMU, 8 IN 20 OO.M5 - INSULATION, 1 D W ALL SECTION DETAIL 1A WALL SECTION 31C = 1'-0" U E to C 4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.MRR Project Date 03.08.2019 Produced BGB These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN To Carmel/Clay Parks Central Park Trailhead & West Receiving Project WALL SECTIONS & DETAILS A-310 5 N i M I I 3 I 1 C RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City offCannel �VrtA�\B.kMWA� DATE: 11/13/19 ABBREVIATIONS ACU AIR CONDITIONING UNIT ACCU AIR COOLED CONDENSING UNIT AAF AUTOMATIC AIR VENT AD ACCESS DOOR('M' OWES. AREA DRAIN ('P OWES ADA AMER CAN DI BAR LITIES ACT ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AFM AIR FLOW MONDORNG AHU AIR HANDLING UNIT ALTER ALTERNATE AMP AMPERE (AMP, AMPS) APPROX APPROXIMAT(E),(LY) ARCH ARCHITECTURAL) AS AIRSEPARATOR APD AIR PRESSURE DROP (IN WG AV AUTOMATIC VENT BED BOILER BLOW DOWN BOO BACKDRAFTDAMPER BFC BELOW FINISHED CEILING BFW BOILER FEED WATER BFWP BOILER FEED WATER PUMP BHP BRAZE HORSEPOWER BLDG BUILDING BOO BOTTOM OF DUCT BOP BOTTOM OF PIPING BSB BRANCH SELECTOR BOX ITUH BRITISH THERMAL UNIT PER HOUR C COMMON CD CONDENSATE DRAIN CAB CABINET CAV CONSTANT AIR VOLUME CIF CUBICFEET CFM CUBIC FEET PER MINUTE CF01 CONTRACTOR FURNISHEDIOWNER INSTALLED CH CHILLER CHP CHILLED WATERPUMP CHEF CHILLED WATERCHEMICAL FEED CHI CHILLED WATER RETURN CHINS CHILLED WATER SUPPLY a CASTIRON CO CLEANOUT CONN CONNECTION CONY CONVECTOR COP COEFFICIENT OF PERFORMANCE CID CONDENSATE PUMP CT COOLING TOWER MIN CABINET UNIT HEATER CIA? CLASSROOM UNITVENTILATOR CV CONTROL VALVE CWCF CONDENSER WATER CHEMICAL FEED CWP CONDENSER WATER PUMP CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY D DRAIN BB DRAIN BOX ON DOWN DWG DRAWING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE(°F) EC ELECTRICAL CONTRACTOR EDR EQUIVALENT DIRECT RADIATION EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY EG EXHAUST GRILLE ELEC ELECTRC ELEV ELEVATION EMER EMERGENCY ENCL ENCLOSURE EOM END OF MAIN GRIP EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE TIN WG ET EXPANSION TANK EUH ELECTRC UNIT HEATER EVAP EVAPORAT(E),(ING),(ED),(OR) ENT ENTERING WATER TEMPERATURE°F EXP EXPANSION EX EXISTING °F DEGREES FAHRENHEIT F&B FACE AND BY-PASS F&T FLOAT& THERMOSTATIC STEAM TRAP FCP FLUID COOLERPUMP FCU FAN COIL UNIT ED RREDAMPER FUR FLOOR FPM FEET PER MINUTE FT FOOTIFEET FIG FOOTING FTR FI N NED TU BE RADIATION GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GIV GRAVITY INTAKE VENTILATOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GR GLYCOL RETURN GS GLYCOL SUPPLY GRV GRAVITY RELIEF VEWILATOR H HUMIDITYMUMIDIRER NO HEADIFT.) HE HEATEXCHANGER HOME HORIZONTAL HP HORSEPOWERNEAI PUMP HPWR HEAT PUMP WATER RETURN HPWS HEAT PUMP WATER SUPPLY HPWP HEAT PUMP WATER PUMP HPS HIGH PRESSURE STEAM HPC HIGH PRESSURE CONDENSATE HR HOUR HRP HEAT RECOVERY PUMP WR HEATER HSPF HEATING SEASONAL PERFORMANCE FACTOR HWCF HEATING HOT WATER CHEMICAL FEED HWP HEATING HOTWATERPUMP HHWR HEATING HOT WATER RETURN HHWS HEATING HOT WATERSUPPLY HE FREQUENCY IMEGAHERTZ) IS INVERTED BUCKET STEAM TRAP ID INSIDE DIAMETER IN INCH&NCHES INCIN INCINERATOR INCL INCLUDIE),(ED) INDIC INDICATOR INSUL INSULAT(E),(ED),(ION) INT INTERIOR KEC MTCHEN EQUIPMENT CONTRACTOR KW KILOWATT 5 ABBREVIATIONS LAB LABORATORY LAD LAMINARAIR DIFFUSER LAF LAMINAR AIR FLOW LAT LEAVI NG Al R TE MPERATURE(°F) LBS POUND ID LINEAR DI FFUSER LEC LABORATORY EQUIPMENT CONTRACTOR LFC LABORATORY FURNI SHI NOS CONTRACTOR LED LAMINAR FLOW DI FFUSER LP LIQUID PETROLEUM UPS LOW PRESSURE STEAM UPC LOW PRESSURE CONDENSATE LOUT LEAVING WATER TEMPERATURE IT) MAT MIXED AIR TEMPERATURE(°F) MAX MAXIMUM MBH THOUSANDS OF BTU PER HOUR MC MECHANICAL CONTRACTOR MCC MOTOR CONTROL CENTER MD MOTORIZED DAMPER MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS MPS MEDI UM PRESSURE STEAM MPC MED UM PRESSURE CONDENSATE MTO MOUNTED MV MANUAL VENT NA NOT APPLICABLE INC NORMALLYCLOSED NIC NOT IN CONTRACr NO NORMALLYOPEN NTS NOTTOSCAIE CIA OUTSIDE AIR OAT OUTSIDE AIR TEMPERATURE I°0 OBD OPPOSED BLADE DAMPER OFCI OWNER FURNISHED/CONTRACTOR INSTALLED OFOI OWNER FURNISHEDIOWNER INSTALLED P PUMP PBD PARALLEL BLADE DAMPER PCHR PAN EL CH ILLED WATER RETURN PCHS PANEL CHILLED WATER SUPPLY PO PRESSURE CROP IIN OR WE AS NOTED) PE PNEUMATIC -ELECTRIC PER(%) PERCENT PH PHASE PAID PRE HEAT COIL PHWR PERIMETER HEATI NG HOT WATER RETURN PHWS PERIMETER HEATING HOT WATER SUPPLY PI PRESSURE INDICATOR PNEU PNEUMATIC PPM PARTS PER MILLION PREFAB PREFABRICATED PRESS PRESSURE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PT PNEUMATICTUBE PIS PNEUMATIC TUBE STATION R THERMAL RESISTANCE Rot) REFRGERANT(NUMBER) RA RETURN AIR RAT RETURN AIR TEMPERATURE(°F) RECIR RECIRCULATE, (OR),(ING) RES RELATVEHUMIDITY RF RETURN FAN RE RETURN GRILLE RH RELATIVE HUMIDITY RHC REHEAT COIL RHO REFRIGERANT HOT GAS RL REFR GERANT LIQUID RM ROOM RP RADIANT PANEL ICE I LING -MOUNTED) RPM REVOLUTI DNS PER MI N UTE RS REFFI BE RANT SUCTI ON RV REFPJ GERANT VENT SA SUPPLYAIR SF SUPPLY FAN SAT SUPPLY Al R TE MPERATURE(°F) SCC STEAM CONDENSATE WOIER SO SUPPLYDIFFUSER SECT SECTION SEER SEASONAL ENERGY EFFICIENCY RATIO SF SQUARE FOOT SG SUPPLYGRILIE SHR SENSIBLE HEAT RATIO BHT SHEET SPEC SPECIFICATIONS SRV SAFETY RELIEF VALVE SS STAINLESS STEEL SIT STORAGETANK STO STANDARD SIX STORAGE TANK PUMP SIR STORAGE TANK RETURN STS STORAGE TANK SUPPLY STRUCT STRUCTUREIE), (AL) SUC'r SUCnON SV STEAM VENT TB TERMINAL BOX TIC TEMPERATURE CONTROL TCC TEMPERATURE CONTROL CONTRACTOR TO TEMPERATURE DIFFERENCE TEMP TEMPERATURE TONS TONS OF REFRIGERATION TSP TOTAL STATICPRESSURE IIN WG) TSTAT THERMOSTAT TYP, TYPICAL U HEAT TRANSFER COEFFICIENT UC UNDERCUT UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UV UNITVENTILATOR VA VOLT AMPERE VAC VACUUM VAR VARIABLE VAV VARIABLE AIR VOLUME VB VACUUM BREAKER VC VACUUM CLEANING W VOLUME DAMPER VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE ME VERIFY IN FIELD VRV VARIABLE REFRIGERANT VOLUME WI WITH ING WATERGAUGE W/o WITHOUT WPO WATER PRESSUREDRW WTR WATER ZN ZONE 11 PIPING SYSTEMS --CHW CHILLED WATER ---CHW CHILLED WATER —C CONDENSATE __CW CONDENSER WATER —CVV CONDENSER WATER BHP— HEAT PUMP HP HEAT PUMP —HI HEATING HOT WATER --tHHW HEATING HOT WATER BHP$ HIGH PRESSURE STEAM --PIPS HIGH PRESSURE STEAM BPS LOW PRESSURE STEAM _LPSS LOW PRESSURE STEAM SAP$ MEDIUM PRESSURE STEAM —MPS MEDIUM PRESSURE STEAM R REFRIGERANT —R REFRIGERANT —RRSG REFRIGERANT SUCTION GAS __CP STEAM CONDENSATE PUMP Sv STEAM GENERAL DUTY VALVE & FITTINGS - w i J H RISE IN PIPING DROP IN PIPING ] CAPPED PIPE PIPE CONTINUED ON MOTHER DRAWING CHECKVALVE PLUG VALVE PRESSURE REGULATING VALVE VALVE- SEE SPECIFICATIONS FOR VALVE TYPE r BUTTERFLY VALVE RELIEFVALVE T� TRIPLE DUTY VALVE GATE VALVE �I BALL VALVE VALVE IN FIBER ]l" ANGLE VALVE MAMMAL BALANCING VALVE r-�4L U AUTOMATIC BALANCING VALVE TWO-WAY CONTROL VALVE THREE-WAY CONTROL VALVE UNION THERMOMETER WELL TIIIs THERMOMETER & WELL GAUGE CONNECTIONS)&WELL MANUAL AIR VENT AUTOMATIC AIR VENT -TT PETES PLUG Y-STRAINER WIBLOWDOWN VALVE & CAP PIPE GUIDES PIPE ANCHORS FLEXIBLE PIPING CONNECTOR PIPE EXPANSION JOINT �F&T STEAM TRAP WIDESIGNATION EXPANSION LOOP (SIZE INDICATED ONDRAWINGS) GASCOCK CONCENTRIC REDUCER b ECCENTRIC REDUCER PRESSURE REDUCING VALVE DRAWING NOTATIONS DEMO O NEW PLAN NOTE 3 M-W7 DETAIL REFERENCE 2 SECTION REFERENCE M-301 ie� NEW TO EXISTING DEMO TO THIS POINT XXX-1 EQUIPMEWTAG-(SEE SCHEDULE SHEETS) MARK SD24-12 DIF FUSER, REGISTER, GRILLE TAG - (SEE 300 f CIA SCHEDULE SHEETS) NOTE: ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE USED FOR THIS PROJECT 3 DUCTWORK SYSTEMS GENERALNOTES EXHAUST 1. THESE GENE RAL NOTES APPLY TO MSERIES DRAWINGS. ADDITIONALGENERALNOTES SPECIFIC TO A PAWICUTAR DRAWING ARE NOTED ON THOSE SHEETS. 2. IT IS TH E INTENT OF THESE DOC UMENTS TO PROVIDE MECHANIC AL SYSTEMS TH AT PRE FULLY EXHAUST/RELIEF FUNCTIONAL. PROVIDE ALL ITEMS SPECIFIED AND REQUIRED FOR COMPLETE OPERATIONAL SYSTEMS. KITCHEN EXHAUST 3. ON MECHANICAL W' SERIES DRAWINGS, DARK LINE ITEMS INDICATE NEW WORK. LIGHT LINE ITEMS ARE ITEMS THAT SHALL REMAIN. OUTSIDE d. THESE DRK CONDUIT,ETC. REQUIR IPMEW SHOWN ILLUSTRATESSUGGEST R PIPING, SHOWN ILLUSTRATES SUGGESTED ROUTING, DUCTWORKCONDUIT,ETC.TH MAY RELIEF AIR NOT BE NECESSARY OFFSETS MAY NOT BE SHOWN. DIVISION 23 SHALL INSTALL HIS WORK IN A MALL A MANNER THAT WILL CONFORM WITH THE STRUCTURE. DIVISION 23 SHALL AVOID OBSTRUCTIONS, PRESERVEERVEHEADROOM AND MAINTAIN MAXIMUM CLEARANCE WITHOUT RETURN FURTHER INSTRUCTION FROM THE ARCHITECTSNGINEER OR ADDITIONAL COST TO THE OWNER. SUPPLY AIR 5. ALL DUCTWORK, P IP ING AND VALVES SHALL BE CONCEALED ABOVE CEILING AND WITHIN WALLS IN FINISHED AREAS UNLESS OTHERWISE INDICATED. TRANSFER DUCTWORK SYMBOLS DROP IN DUCTWORK(SUPPLYONLY) DROP IN DUCTWORK (EXHAUST RETURN, ETC.) RISE IN DUCTWORK (SUPPLY ONLY) RISE IN DUCTWORK (EXHAUST RETURN ETC.) OFFSET IN DUCTWORK (R=RISE D=DROP) 12"x8" RECTANGULAR DUCTWORK 12'B ROUND SPIRAL DUCTWORK 1298"F3 OVALDUCTWORK kE INSULATED FLEXIBLE DUCTWORK STANDARD RADIUS ELBOW, CENTER RADIUS 1-112 TIMES WIDTH OF DUCT I+TM�—I� 90' ELBOW WITH TURNING VANES DUCTTRANSITION IrF p—� �++ SHOETAP WITH SQUARE TO ROUNDTRANSITION CONICAL FITTING 90°TEE FITTING 45° LATERAL FITTING IrFTIrr �F+ BELLMOUTH FITTING ILA SHOETAP(OR 45° ENTRY) HITTING MANUAL VOLUME DAMPER ❑AO BOO= BACKDRAFT DAMPER OBD=OPPOSED BLADEDAMPER PBD=PARALLEL BLADE DAMPER BOO [;AD ED SD=SMOKEDAMPER AD FSD FSD= FIFEISMOKE DAMPER ❑AD FD{AIB)= FIRE DAMPER (TYPE A OR TYPE B) IrtIF,DD4)E) c Mj MOTORIZED CONTROL DAMPER ACCESS DOOR INTERNALLY INSULATED DUCTWORK FLEXIBLE CONNECTION AIRFLOW I� 20° DUCT -MOUNTED REHEAT COIL (HYIX20NIC) 30° NEW TO EXISTING BDD COUNTERBALANCED BACKDRAFT DAMPER Y- - MELD MOTORIZED BACKDRAFT DAMPER EQUIPMENT SYMBOLS LINEAR DIFFUSER WRYPE AND CFM (TWO-WAY SIDE TYPE) SUPPLY DIFFUSER WRYPE AND CFM O (FOURANAY TYPE) SUPPLY DIFFUSER WRYPE AND CFM t (THREE-WAY TYPE) SUPPLY DIFFUSER WRYPE ANDCFM (TWO-WAY SIDE TYPE) SUPPLY DIFFUSER WRYPE ANDCFM (ONE-WAY SIDE TYPE) ElRETURN GRILLE WITYPE ANDCFM EXHAUST GRILLE WITYPE AND CFM SIDEWALL GRILLE WRYPE AND CFM AT ROOF 0 ROOF -MOUNTED EXHAUST FAN AT CEILI NG CEILING -MOUNTED EXHAU ST FAN CO2 CARBON DIOXIDE SENSOR HO HUMIDITY SENSOR TO THERMOSTAT 6. ALL VALVES,ETC. SH ALL BE INSTALLED ALLOWING EASY ACCESS BETWEEN LIGHT FIXTURES AND W HIGHER THAN 1 T TO 24" ABOVE THE CEILING. PROVIDE ACCESS PANELS AS REQUIRED. AREA ADJACENT TO THE ACCESS PANELS SHALL BE CLEAR OF ANY OBSTRUCTIONS. PROVIDE EXTENDED VALVE HANDLES FOR INSULATED PIPING. ]. DIVISION 23 SHALL BE GUIDED BY THE ARCHITECTE NGINEER'S REFLECTED CEILING PLAN FOR LOCATION OF DIFFUSERS, REGISTERS, GRILLES SHOWN OR COVERED BY THESE PLANS. RETURN GRILLES SHALL NOT ALIGN W ITH SUPPLY AIR THROW. 8. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL GRILLES, REGISTERS AND DIFFUSERS IN CEILINGS WITH THE CEILING SYSTEM AND LIGHT FIXTURES. PROVIDE FLEXIBLE DUCT UPSTREAM OF EACH DIFFUSER WHERE SHOWN. 9. ARROWS ON THE HOT WATER COLD WATER MAINS INDICATE THE DIRECTION OF FLOW. PITCH MAINS UPWARD A MINIMUM OF 1' PER 601N THE DIRECTION OF FLOW. ARROWS ON STEM AND CONDENSATE PIPING AND DRAIN LINE INDICATE THE DOWNWARD PITCH OF THE PIPING. 10, INSTALL AIR VIE WS AT ALL H IGH POINTS AND DRAINS AT ALL LOW POINTS OF WATER PIPING SYSTEMS. DRAINS N HAVE HOSE END THREADS WITH CLEARANCE TO ATTACH HOSE. 11. PIPING BRANCHES TO EQUIPMENT SHALL HAVE SAME SIZE VALVES AND FITTINGS AS THAT OF THE LINE SIZE WITH THE EXCEPTION OF THE TEMPERATURE CONTROL VALVES. 12, PIPE -SWING' CONNECTIONS WITH UNIONS OR FLANGES SHALL BE MADE EXTERNAL TO COILS OR A TUBE BUNDLE TO FACILITATE REMOVAL OF THAT ITEM WITHOUT DISTURBING THE BRANCH VALVES ANDIOR PIPING. 13, DUCT AND PIPING PENETRATING FLOOR SLABS MINOR WALLS SHALL BE SEALED WITH ACOUSTIC SEALANT IF THE FLOOR OR WALL IS FIRE RATED PROVIDE THE FIRE STOPPING OR FIRE DAMPER TO MAINTAIN THE FIRE RATING. 14. ALL RECTANGULAR SHEET METAL DUCT SIZES ARE INSIDE DIMENSIONS. ALL ROUND DUCT SIZES SHOWN ARE INSIDE DIAMETERS. ALLOWANCE FOR ACOUSTICAL LINER WHERE INDICATED ON DRAWINGS MUST BE ADDED TO OBTAIN OUTSIDE SHEET METAL DIMENSION. E 15. ALL WALL TH ERMOSTATS, TEMPERATURE SENSORS, ANDMR HUMIDISTATSSHALLBE APPROXIMATELY As' ABOVE FINISHED FLOOR TO CEMERAND LINED UP HORIZOMALLY W ITH LIGHT SWITCHES UNLESS OTHERWISE NOTED OR DIRECTED BY THE ARCHITECT/ENGINEER. 16, DIVISION 23 CONTRACTOR SHALL BE RESPONSIBLE FOR HIS RESPECTIVE WORK FOR D REPAIRING AND PATCHING TO MATCH EXISTING SURFACES, SIDEWALKS, STREETS, FLOORS, WALLS, ROOFS, CEILING AND PAVEMENT. CONTRACTOR SHALL INCLUDE IN BID PROPOSAL ALL COSTS FOR CUTTING AND PATCHING REQUIRED TO INSTALL NEW OR REMOVE EXISTING WORK, EQUIPMENT, OR SYSTEMS. 17. DIVISION 23 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL OF H IS WORK TO BE INSTALLED WITH ANY AND ALL OTHER CONTRACTORS TO BE AFFECTED BY SUCH WORK, PRIOR TO ORDERING ANY OF THE EQUIPMENT. THIS SHALL INCLUDE BUT NOT LIMITED TO ELECTRICAL CHARACTERISTICS, CONNECTIONS REQUIRED, PHYSICAL SIZE, COLOR AND FIT. ALSO REFER TO SPECIFICATIONS. 18. ALL EQUIPMENT SH ALL BE OF, AND CONSIST OF, AT LEAST MINIMUM SIZES SELECTED, AND SHALL PERFORM TO OR SURPASS THE MINIMUM REQUIRE MEWS, SCHEDULES, NOTED AND SPECIFIED. 19. COORDINATE INSTALLATION OF NEW WORK W ITH ALL OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED FOR A COMPLETE AND OPERABLE HVAC SYSTEM. RELOCATE PIPING, ELECTRIC CONDUIT, STRUCTURAL BRACING, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION OF HVAC WORK. COORDINATE ROUTING OF NEW DUCTWORK ABOVE CEILINGS WITH EXISTING ELECTRIC CABLE TRAY MI TO COORDINATE ALL DUGPNORK ROUTINGAND DUCTWORK ELEVATIONS W ITH STRUCTURAL STEEL SUPPORTS FOR FOLDING WALLS. REFERENCE STRUCTURAL DRAWINGS FOR SIZE AND LOCATIONS OF STEEL. FIELD VERIFY ALL EXISTING CONDITIONS. 20. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL VAV REHEAT BOXES AND DUCTWORK WITH THE CEILING SYSTEM AND LIGHT FIXTURES. FIELD VERIFY EXISTING CEILING SYSTEMS AND LOCATION OF EXISTING LIGHT FIXTURES. ALLOW REQUIRED CLEARANCES FOR SERVICE TO BOX AND CONTROLS. 21, CONTRACTOR SHALL RELOCATE EXISTING LIGHT FIXTURE AND CEILING GRID SUPPORT HANGERS AS REQUIRED FOR INSTALLATION OF NEW VAV REHEAT BOXES, DUCTWORK AND PIPING. 22. PROVIDE VOLUME DAMPERS IN ALL SUPPLY AIR BRANCH DUCTWORK AND RETURN AIR BRANCH DUCTWORK AS REQUIRED TO BALANCE EACH SYSTEM. ALL VOLUME DAMPERS LOCATED ABOVE DRYWALL CEILINGS SHALL BE CABLE OPERATED WITH REMOTE REGULATOR LIKE YOUNG REGULATOR. FIELD VERIFY EXISTING CEILINGS FOR DRYWALL CEILINGS. COORDINATE LOCATION OF ALL DAMPERS WITH AIR BALANCE CONTRACTOR. IN HARD CEILINGS PROVIDE VOLUME DAMPER BEHIND THE GRILLE, REGISTER, OR DIFFUSER. 23. PROVIDE 45°190° FITTING WITH VOLUME DAMPER LIKE FLEXMASTER MODEL STOAT ALL SUPPLY AIR AND PRIMARY AIR BRANCH DUCTWORK TAKEOFFS. 24. ALL TRANSFER AIR DUCTS TO BE INTERNALLY INSULATED TO DETER NOISE TRANSFER SIZE SHOWN ON PLANS INDICATES ACTUAL FREE AREA. w 25, ALL NEW PIPING AND DUCTWORK CROSSING THRU EXISTING CORRIDOR ANDIOR CLASSROOM /V- WALLS TO DECK CUT WALLS AS REQUIRED. COORDINATE ALL OPENINGS THROUGH EXISTING WALL CONSTRUCTION WITH GENERAL TRADES. SEALAROUND DUCTWORK AND PIPING TO HELP REDUCE THE TRANSFER OF NOISE BETWEEN CLASSROOMS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING OF BID. 26. ROUND DUCT SIZE TO BE T HE SAME SIZE AS THE DI FFUSER NECK; UNLESS OTHERWISE NOTED. MAXIMUM LENGTH OF FIEXIB LE DUCTWORK CONNECTED TO A DIFFUSER SHALL BE 5'a^. 27, ALL DUCTWORK CONSTRUCTION SH ALL BE FABRICATED SHE ET METAL &BUILT IN ACCOR DANCE W ITH'SMACNA' STANDARDS. 28. ALL SUPPLY, RETURN RELIEFIEXHAUST, AND OUTDOOR AIR DUCTWORK SHALL BE EXTERNALLY INSULATED. SEE SPECIFICATION FOR ADDITIONAL INSULATION REQUIREMENTS. 29, TEMP ERATURE CONTROL CONTRACTOR SHALL PROVIDE ALL CONTROL WIR ING COMPLETE FOR THIS PROJECT. ALL WIRING (AND INTERLOCK W IRING) TO THERMOSTATS, SPACE SENSORS, HUMIDISTATS CARBON DIOXIDE MONITORS, ETC. ARE TO BE CONCEALED W ITH IN THE WALL. 30, ALL HARD so- ELBOWS IN SUPPLY DUCTWORK ARE TO HAVE TURNING VANES PER SPECIFICATION AIR DUCT ACCESSORIES. 31, REMOVE ALL WORK MADE OBSOLETE BY NEW CONSTRUCTION. 32, DEMOLITION OF EXISTING MECHANICAL EQUIP MENT TO INCLUDE ASSOCIATED PIPING AND DUCTWORK NECESSARY FOR NEW EQUIPMENT INSTALLATION. 33, ALL EXISTING TO REMAIN AND NEW PVC PLUMBING VE W LINES LOCATED ABOVE CEILING IN RETURN PLENUM ARE TO BE EXTERNALLY WRAPPED W ITH FLAME AND SMOKE SPREAD RATED INSULATION MATERIAL AS REQUIRED. 34. CONTRACTOR SHALL THOROUGHLY EXAMINE THE CONTRACT DOCUMENTS, INCLUDINGTHE WORK OF OTHER CONTRACTORS PRIOR TO SUBMITTING A BID PROPOSAL. 35, ALL EXHAUST FANS, REU EF VENTS, EWES, AND PLUMBING VENTS TO B E INSTALLED MINIMUM OF 10 FT. FROM OUTDOOR AIR INTAKES. 36. CONTRACTOR SHALL CLEAN ALL OF HIS WORK INSIDE AND OUT. AIR DISTRIBUTOR SYSTEMS SHALL HAVE ALL DIRT AND FOREIGN MATERIAL REMOVED FROM INSIDE AND OUTSIDE OF DUCTS, PLENUMS, HOUSINGS, DEVICES, TERMINALS, ETC. AS INSTALLATION PROGRESSES, PROTECT OPEN ENDS OF DUCTWORK AND INLETS AND OUTLETS OF EQUIPMENT AND DEVICES DURING CONSTRUCTION. CLEAN ALL ACCESSIBLE PARTS OF DUCTWORK AND AIR PASSAGES IN EQUIPMENT BEFORE FILTERS ARE INSTALLED OR REPLACED FOR SYSTEM BALANCING. 37. FURNISH AND INSTALL ACCEPTABLE CONCRETE INSERTS, ANCHORS, CLAMPS, BRACKETS, HANGS IRS, STRUCTURAL MEMBERS (ANGLES, CHANNELS, ETC.) AND FRAMES, ETC., REQUIRED FOR SUPPORTING ALL RESPECTIVE WORK. SUPPORTING DEVICES, ASSEMBLIES AND ATTACHMENTS SHALL BE DESIGNED AND ARRANGED TO CARRY THE WEIGHT OF THE SUPPORTED ITEMS INCLUDING HANGER AND CONTENTS WITHOUT TRANSMITTING VIBRATION OR NOISE TO THE BUILDING CONSTRUCTION; DESIGNED, APPROPRIATE AND APPROVED FOR THE PURPOSE USED; HAVE A NEAT AND FINISHED APPEARANCE AND COMPLEMENT THE INSTALLATION; HAVE CORROSION PROTECTION SUITABLE FOR THE ATMOSPHERE WHERE INSTALLED; ADEQUATELY AND SAFELY ATTACHED TO THE BUILDING STRUCTURE OR STRUCTURAL MEMBERS. EXPOSED SUPPORTS SHALL BE PAINTED UNLESS OF NON-FERROUS MATERIAL OR PROVIDED WITH PLATED (RUSTPROOF) FINISH. 38. PROVIDE NEC CLEARANCES AND SERVICE CLEARANCES FOR EQUIPMENT. COORDINATE EQUIPMENT SERVICE ACCESS. CLEARANCES INDICATED ARE BASED UPON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY PIPING, DUCTWORK, ETC., ROUTING PRIOR TO SUBMITTING A BID PROPOSAL AND INCLUDE ANY SUCH COSTS AS REQUIRED TO INSTALL WORK AS SHOWN AND INTENDED. 39. ELEVATOR EQUIPMENT ROOMS: DO NOT ROUTE ANY SYSTEMS THROUGH ELEVATOR EQUIPMENT ROOMS. FOR SYSTEMS THAT SERVE ELEVATOR EQUIP MEW ROOMS, DO NOT ROUTE OVER ELEVATOR EQUIPMENT OR ELECTRICAL COMPONENTS AND DO NOT HINDER SERVICE ACCESS. MI 40. TELECOMMUNICATIONS MOMS(MDF AND IDF): DO NOT ROUTE ANY SYSTEMS THROUGH TELECOMMUNICATIONS ROOMS. FOR SYSTEMS THAT SERVE T-COMM ROOMS, DO NOT ROUTE OVER EQUIPMENT OR ELECTRICAL COMPONENTS AND DO NOT HINDER SERVICE ACCESS. 41, ELECTRICAL EQUIPMENT ROOMS: DO NOT ROUTE ANY SYSTEMS THROUGH ELECTRIC ROOMS. FOR SYSTEMS THAT SERVE ELECTRIC ROOMS, DO NOT ROUTE OVER EQUIPMENT, PANELS, TRANSFORMERS, VFD'S, OR ELECTRICAL COMPONENTS AND GO NOT HINDER SERVICE ACCESS. 42, EXISTING VALVES MADE INACCESSIBLE BY NEW DUCT ANDIOR PI PING SHALL BE RELOCATED AS REQUIRED FOR ACCESS. 43. DURING REMOVAL OF ITEMS, CAUTION SHALL BE USED TO PREVENT DAMAGE TO ANY EQUIPMENT HAVING SALVAGE VALUE. ALL REUSABLE SALVAGED MATERIAL SHALL REMAIN THE PROPERTY OF THE OWNER AND BE RETAINED FOR HIS INSPECTION. ONLY ITEMS SO INSPECTED AND REJECTED BY THE OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR. ALL OTHER ITEMS SHALL BE TURNED OVER AND DEPOSITED AS DIRECTED BY THE OWNER. 44. CONTRACT DOCUMENTS CONSIST OF BOTH P ROIECT MANUAL AND DRAWINGS AND BOTH ARE MEAW TO BE COMPLEMENTARY- ANYTHING APPEARING ON EITHER MUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH. 45. VERIFY EXACT SIZE AND LOCATION OF ALL CONSTRUCTION OR BIDDING. 46, ALL DUCTWORK LOCATED IN ATTIC TO BE EXTERNALLYWRAPPED WITH MINIMUM OFT THICK INSULATION. 1 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-arch.com Project No. 2018-058. MRR Project Date 03 08 2019 Produced CW ALE XNx% It 00N \\TEEN fyDOF %ivi 'FQ' Sz' r% NZ."�' AR104STAT '��'+�yy�Midi al Illlllq These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used on wgh reaped to the Project and are not to be used on any other Project or Work without prior written permission from the Architect. # Revision Date 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project MECHANICAL SYMBOLS AND ABBREVIATIONS M-001 5 3 Gi RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 11/13/19 ,; BUILDING STRUCTURE SPRING TYPE VIBRATION ISOLATORS (TYP.) SWAY BRACING. REFER F ONSOR TO SPECIFICATISIZING REQUIREMENTS. SUSPENDED MECHANICAL EQUIPMENT SIDE VIEW SUSPENDED MECHANICAL SWAY BRACING. (TYP.) REFER TO SPECIFICATIONS FOR SIZING REQUIREMENTS. HANGER RODS AND VIBRATIO1 ISOLATORS. (TYP.) PIANVIEW NOTES: 1. PROVIDE ALL ASSOCIATED HARDWARE FOR THE ATTACHMENT OF THE SWAY BRACING TO THE BUILDING STRUCTURE AND TO THE HANGING EQUIPMENT. 2. INSTALL SWAY BRACING TO AVOID BENDING ACROSS SHARP EDGES. 3. SWAY BRACING SHALL BE INSTALLED WITH ADEQUATE SLACK TO ALLOW VIBRATION ISOLATION TO FUNCTION PROPERLY. IT SUSPENDED EQUIPMENT SUPPORT DETAIL NOT TO SCALE LOUVERAND BIRDSCREEN BY DIV.8 REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF SILL BY LOUVER MANUFACTURER CAULK ALL AROUND. EXTERIOR WALL, RE FER TO ARCHITECTURAL DRAWI NGS FOR WALL TYPE. ECCENTRIC DUCT TRANSITION TO PROVIDE DRAINAGE TOWARD LOUVER. SUPPORT DUCTWORK SO THAT NO WEIGHT IS PLR ON LOUVER. SEAL ALL JOINTS IN DUCTWORK AIR AND WATER TIGHT. —DUCTWORK, REFER TO HVAC PLANS FOR EXACT SIZE AND ROUTING. SILICONE BEAD ON CONNECTIONS BETWEEN PLENUM AND LOUVER AIR AND WATER TIGHT. 5C LOUVER CONNECTION DETAIL KLI NOT TO SCALE ALL -THREAD HANI (TYP.OF 4) RUBBER-INSHEAF ISOLATOR BY UNI' NOTE: REFERTO SUSPENDED EQUIPMENT SUPPORT DETAIL. FLEXIBLE DUCT CONNECTION, REFER TO FLEXIBLE DUCT CONNECTION DETAIL 3D IN -LINE EXHAUST FAN DETAIL NOT TO SCALE E 3C EPUH MOUNTING BRACKET NOT TO SCALE EXHAUST FAN SCHEDULE IDENTITYDATA FAN DATA ELECTRICAL DATA MARK MANUFACTURER MODEL SERVES WEIGHT (LBS) LOCATION FAN TYPE WHEEL TYPE EXHAUST AIRFLOW (CFM) ESP (IN -DOG) RPM HP VOLTS M FREO PHASE (Hl DISCONNECT PROVIDER NOTES EF-1 LOREN COOK BOSQIOD ALL SPACES 70 CHASE DIRECT DRIVE CENTRIFUGAL 230 02 1100 116 115 1 60 MFR 16 EXHAUST FAN CONTROL: FANS SHALL BE CONTROLLED AS FOLLOWS: A. RESTROOM EXHAUST FAN(S) SHALL BE INTERLOCKED WTH THE RESTROOM LIGHTS. WIRING SHALL BE PROVIDED BY DIV. 26. B. ENERGIZE EXHAUST FAN WIEN SPACE TEMPERATURE EXCEEDS 80 F(ADJUSTABLE). ELECTRIC PROP UNIT HEATER SCHEDULE IDENTITYDATA HEATING DATA FAN DATA ELECTRICAL DATA WEIGHT CAPACITY EAT LAT AIRFLOW FAN VOLTS MARK MANUFACTURER MODEL [LEIS) (KW) STEPS (°F) (°F) (CFM) TYPE DRIVE (V) PHASE CONTROL NOTES 2EFUIN TASIPAASTER HF2B5105 50.00Ib 5kW 2 60 95 700 PROP OIRECT 208 1 INTEGRAL TSTAT 7-5 11-2 TASIgvtASTER HF2B5105 ZNZIb 5. 2 60 95 700 PIEOP DIRECT 208 1 NTEGRALTSTAT 7-5 EFUH3 I TASKMASTER HFIB5103 1 25.00It 3kW 1 2 1 60 1 85 1 400 1 PROP I DIRECT 1 208 1 1 1 NTEG RAL TSTAT 7-5 233713 DIFFUSERS, REGISTERS, AND GRILLES IDENTITY DATA MODULE SITE MATERIAL NOTES MARK DESCRIPTION MANUFACTURER MODEL W L EG614 LOUVER FACE GRILLE EXHAUST PRICE 530 6' 4' STEEL 13 EG616 LOUVER FACE GRILLE EXHAUST PRICE 530 6' S. STEEL 13 EGBIB LOUVER FACE GRILLE EXHAUST PRICE 530 8' 8' STEEL 13 5 DIFFUSERS, REGISTERS, AND GRILLES SCHEDULE NOTES 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE ELECTRIC POWER REQUIREMENTS WITH E.C. 3. UNT SUPPLIED WITH DISCONNECT SWITCH BY MFR. 4. UNIT OPERATES FROM UNT-MOUNTED TSTAT. S M.C. TO SUPPLY SUPPORT STEEL AND BRACKETS. 1. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 2. COORDINATE WITH WALL CONSTRUCTION FOR MOUNTING TYPE. 3. STANDARD DOLOR TO BE WHITE FINISH. COORDINATE FINAL COLOR WITH ARCHTECT. C EXHAUST FAN SCHEDULE NOTES 1. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 2. COORDINATE ELECTRIC POWER REQUIREMENTS WITH E.C. 3. UNIT SUPPLIED WITH DISCONNECT SWITCH BY MFR. 4. UNIT TO OPERATE FROM OCCUPANCY SENSOR. 5. IN -LINE EXHAUST FAN. 1 GRA' GRA FLOOR OR ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS FOR TYPE PROVIDE STEEL ANGLE SUPPORT WELDED OR SECURED TO BUIDING STRUCTURE. SEE STRUCTURAL FOR ATTACHMENT DETAIL. TRANSTION AS REQUIRED RECTANGULAR OR ROUND DUCTWORK. REFER TO HVAC FLOOR PLANS FOR EXACT SIZE AND ROUTING (TYPJ DIRECT DRIVE FAN 2 112.._ ,.d.. PLAN # MECHANICAL HVAC PLAN NOTES NOTE 1 MO1NT1NIT1EATERAT+8'-8'AFF. DIRECT ARFLCW DOWNWARD AT 45 DEGREES IN THE DIRECTION OF INTAKE AIR LOUVER. SEE DETAIL 3C ON THIS SHEET FOR MOUNTING BRACKET STYLE. INSTALL GRAVITY BACKDRAFT DAMPER TO ALLOW OUTDOOR AIR WHEN EXHAUSTFAN IS TURNED 'ON'. MOUNT ASSEMBLY AT+8'-10' AF F. DOORDINATE WTH ARCHTECTURAL ELEVATIONS. 2 3 EXHAUST AIR GRI LL E. BALANCE TO CFM SHOWN. 4 IN LINE DIRECT DRIVE allMST FAN. SEE EXHAUST FAN SCHEDJL E ON THIS SHEET. 5 MOUNT UNIT HEATER N MECHANICAL CLOSET AT+8'-0'AF F. DIRECT ARFLCN DOWNWARD AT45 DEGREES PARALLEL TO DOORWAY. SEE DETAIL 3C ON THIS SHEET FOR MOUNTING BRACKET STYLE. 6 EXHAUST AIR GRLLE.BALANCE TO CFM SHOWN. PROVIDE INTEGRAL DAMPER. 7 INTAKE LOWER BYARCHITECT. PROVIDE BIRD SCREEN. COORDNATE FINK. DOLOR WITH ARCHITECT. 8 PAINT EXPOSEDDUCTWORK TO MATCH INTERIOR PAINT. COORDINATE FINAL COLOR WITH ARCHITECT. 9 EXHAUST FAN CONTROLS FOR INTERLOCKING WTH LIGHTING AND ADJUSTABLE THERMOSTAT. 1 E C 1A SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-arch.com Project No. 2018-058. MRR Project Date 03 08 2019 Produced CW AJE -mql 1111111\1I\NIMI'- I� These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only wi h respect to his Project and are not to be used on any other Project or Work without prior written permission from the Architect. 1198 Central Park Drive West Carmel , IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project HVAC PLAN MH1A1 I 49 n 3 2 I E RELEASED FOR CONSTRUCTION "` OWNER""""" " OFCI OWNER FURNISHED/CONTRACTOR INSTALLED Subject to compliance with all regulations OFOI OWNER FURNISHED/OWNER INSTALLED of State and local Codes OSD OPEN SITE DRAIN City offCamrel (} �VTI�\on�o� \ a a a DATE: 11/13/19 5 4 DRAWING NOTATIONS DEMO NEW PLAN NOTE 3 M-501 DETAIL REFERENCE 2 SECTION REFERENCE M-301 NEW TO EXISTING DEMO TO THIS POINT XXX-1 EQUIPMENT TAG - (SEE SCHEDULE SHEETS) XXX-1 FIXTURE TAG - (SEE SCHEDULE SHEETS) IVV 1 C. ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE USED FOR THIS PROJECT 6 GENERAL DUTY VALVES & FITTING O RISE IN PIPING _ DROP IN PIPING CAPPED PIPE PIPE CONTINUED ON ANOTHER DRAWING CHECKVALVE �j PLUG VALVE PRESSURE REGULATING VALVE VALVE - SEE SPECIFICATIONS FOR VALVE TYPE III BUTTERFLYVALVE ANGLE VALVE MANUAL BALANCING VALVE AUTOMATIC BALANCING VALVE TWO-WAY CONTROL VALVE THREE-WAY CONTROL VALVE UNION THERMOMETER WELL THERMOMETER & WELL V 1 GAUGE CONNECTION(S) & WELL MANUAL AIR VENT f�L y AUTOMATIC AIR VENT �-r PETE'S PLUG YSTRAINER W/BLOWDOWN VALVE & CAP PIPE GUIDES — — PIPE ANCHORS X X FLEXIBLE PIPING CONNECTOR PIPE EXPANSION JOINT GASCOCK A iV VACUUM BREAKER LP) =PRESSURE )CJ( DOMESTIC COLD WATER VALVE BOX CONCENTRIC REDUCER ECCENTRIC REDUCER PRESSURE REDUCING VALVE PIPING SYSTEMS ------14W HW------ 1400 DOMESTIC HOT WATER — --- — --- 14W--- --- — 14W DOMESTIC HOT WATER -----160° HW------ 160° DOMESTIC HOT WATER -------160°--- --- — 16W DOMESTIC HOT WATER ....... AV-------- ACID RESISTANT VENT AW ACID RESISTANT WASTE AIR AIR -- -------- C---------- DOMESTIC COLD WATER ------H------- DOMESTIC HOT WATER — --- —--- HW--- — --- — DOMESTIC HOT WATER RETURN —FP FIRE PROTECTION DRY —FP FIRE PROTECTION OTHER FPP FIRE PROTECTION PRE -ACTION FP FIRE PROTECTION WET G (10 m- GAS (10" w.c.) G (2 psig) GAS (2 psig) GW GREASE WASTE A LAB AIR -- ------- 1-C--------- LAB COLD WATER -------LH------- LAB HOT WATER — --- — --- 1-H--- — --- — LAB HOT WATER RETURN LVA LAB VACUUM LVE LAB VACUUM EXHAUST N2 NITROGEN PW PURE WATER RETURN PWS PURE WATER SUPPLY R REVERSE OSMOSIS WATER RO REVERSE OSMOSIS WATER RETURN ---------SO--------- SOFT COLD WATER -------SH------- SOFT HOT WATER ST STORM TW TEMPERED WATER VA VACUUM W________ VENT W WASTE PLUMBING GENERAL NOTES 1. ALL CONCRETE WORK WILL COMPLY WITH THE SPECIFICATIONS UNDER DIVISION 3 "CAST IN PLACE CONCRETE". 2. REFERENCE SPECIFICATION SECTION 012300 FOR SCHEDULE OF ALTERNATES. 3. SEE DRAWING M-001 FOR ADDITIONAL NOTES. 1 IE fil C to M (4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.MRR Project Data 03.08.2019 Produced CCW / IOP These Drawings and Specifications, antl all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. # I Revision Date 1198 Central Park Drive West Carrel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project PLUMBING SYMBOLS AND ABBREVIATIONS P-001 6 5 4 3 2 tg �a ©_ RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel '"lam I DATE: 11/13/19 5 FILTER ROOM FIRST FLOOR PLUMBING ;A PLAN vs•• = r-o•• SEE'C' SERIES DRAWINGS FOR PIP 2 1/2' SEE DRAWING PS1A1 FOR PIPE CONTINUATION FIN. FUR. ELEV. = 840.50' 3A FOUNDATION PLUMBING PLAN va•• = r-o•• 3 I PLUMBING FIXTURE ROUGHEN LEGEND MARK FIXTURE CONNECTION CW HW W V DFIEF-1 112, 1112' 1112' R}, (21 2' L-1 117 10 1117 1112' NFWH.1 34' P MR-1 Nil' 314' 3' 2' WP1 1' 4' 2' DF/BF-1 T HW 2A FIRST FLOOR PLUMBING PLAN vs' =1 -o" 2 1 E B A (4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.MRR Project Data 03.08.2019 Produced CCW / IOP These Drawings and Specifications, and all copies thereof are and shall remain the properly and copyright of the Architect. They shall be used an ly with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. # I Revlalon Date 1198 Central Park Drive West Carmel , IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project PLUMBING PLANS PRA1 0 5 0 3 E C { 0 I iiiii, Saw � OEM � wall, WIND 41110 4111110 Mille Mille 011111he giii, ww� will, law, elaw wilaw , will 4110r4111111- - - \ —'s ♦ \ Ile \ �•�• , s ♦♦ ♦♦ �• �� 5 I"1a SITE PLUMBING PLAN NOTES # NOTE 1 2 IM" COLD WATER LINE BURIED A MINIMUM OF 56" BELOW GRADE. 2 2" WASTE FORCE MAIN BURIED A MINIMUM OF 56" BELOW GRADE. MAINTAIN POSITIVE SLOPE TOWARDS MAIN SEWER LINE AS MUCH AS POSSIBLE. 2A PLUMBING SITE PLAN 1 •• = 20•_O E 10 C M 0 (4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058. MRR Project Date 03.08.2019 Produced CCW / IOP These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. # Revision Date 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes \ City of Carmel (} `��II(�W \IatrU'a1pAAL DATE: ` 11/13/19 a 5�4433 2 PLUMBING SITE PLAN PS1A1 M 5 n 3 G 1 C PLUMBING EQUIPMENT SCHEDULE IDENTITY DATA ELECTRICAL DATA VOLTAGE MARK MANUFACTURER MODEL DESCRIPTION LOCATION CAPACITY (V) PHASE FLA RPM HP NOTES DFMF-1 MURDOCK pM-0BR4-CRD RAMER FREE, WALL MOUNTED DRINKING FOUNTAIN OUTSIDE 1GPM 115V DWH-1 STEBELELTRON #DHCE10 ELECTRICTANKLESS WATER HEATER CUSTODIAL#103 T.2 KW CAPACITY; TA TEMP RISE AT I GPM 205V 1 1 1 0.00A SANITARY WASTE PIPING SPECIALTIES SCHEDULE (221319) IDENTITY DATA W CONNECTION NOTES MARK MANUFACTURER MODEL DESCRIPTION FDA(21 J.R. SMITH #2005 A05 PB DUOD CAST IRON BODY WITH FLASHING COLLAR, ADJUSTABLE ROUND STRAINER HEAD, POLISHED BRONZE STRAINER 2 PROJIDEAND INSTALL SURESEAL TRAP SEAL IN EACH FLOOR DRAIN. COMMERCIAL WATER CLOSET SCHEDULE (224213.13) IDENTITY DATA i FLUSHOMETER TOILET SEAT FIXTURE CONNECTION MOUNTING (FLOOR TO RIM) ADA COMPLIANT NOTES MARK MANUFACTURER MODEL DESCRIPTION FACTURER MANU MODEL CW W V WC-1 ZURN 475615 BWL WALL -MOUNTED, TOP SPUD, ACCESSIBLE WATER CLOSET ZURN #ZEMS6000PL-IS CLOSED BACK, OPEN FROM 1' 4' 2' 1T Yes P600D HW6 POWER CONVERTER COMMERCIAL LAVATORY SCHEDULE (224216.13) IDENTITY DATA FAUCET FIXTURE CONNECTION MOUNTING (FLOORTORIM) ADA COMPLIANT NOTES MARK MANUFACTURER MODEL DESCRIPTION MANUFACTURER MODEL CW HW W V L-1 ZURN #Z5341 VITREOUS CHINA, WALL MOUNTED, WITH BACK ZURN #Z6950-XL-S-(TMV-1) 12' 12' 1 12' 1112' 34' Yes PROVIDE HW6 POWER CONVERTER COMMERCIAL SINK SCHEDULE (224216.16) IDENTITY DATA i FAUCET F71JRE CONNECTION MOUNTING ADA COMPLIANT NOTES MARK MANUFACTURER MODEL DESCRIPTION MANUFACTURER MODEL CW HW W V MB-1 ZURN #Z1996-24 MOLDED HIGH DENSITY COMPOSITE BASIN 2URN #ZB41Mi4RCWHK-5H I a 314' 3' 2' FLOOR MOUNTED WATER HAMMER ARRESTORS MARK MANUFACTUR ER MODEL DESCRIPTION F.U. RATING NOTES WHA-B ZURN 7Q7700.400 WATER HAMMER ARRESTOR 7232 P.D.I. CERTIFIED 2R SANITARY WASTE AND VENT ISOMETRIC NOT TO SCALE X 1 1/4• CW 1 1/4' CW II WILLI WH-1 1 114"CW_\ III 3/4' HW \"Myy WC-1 L-1 Ca I'�212'CW .� 1'CW 3/4' CW _�! _ FWH-1 WHA-B ��"CW DF/BF-1 3/4' HW 3/4' CW WC-1 L-1 MB-1 ill' HW 2A DOMESTIC WATER ISOMETRIC NOT TO SCALE RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 11/13/19 5 4 3 2 1 F 0 (4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.11VIRR Project Data 03.08.2019 Produced CCW/ IOP These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. # I Revalon Date 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project DETAILS, ISOMETRICS, AND SCHEDULES P-601 M E I. 5 4 3 2 ABBREVIATIONS ELECTRICAL LEGEND & SYMBOLS A AMPERES AC ALTERNATING CURRENT AF AMPERES FRAME (BREAKER RATING) AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AT AMPERES TRIP (BREAKER SETTING) ATS AUTOMATIC TRANSFER SETTING AUX AUXILIARY C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CP CONTROLPANEL CPT CONTROL POWER TRANSFORMER CT CURRENTTRANSFORMER DISC DISCONNECT DL DOUBLE LUGS DP POWER DISTRIBUTION PANEL DWG DRAWING EF EXHAUSTFAN EG EQUIPMENTGROUND ELEC ELECTRIC/ELECTRICAL EM/EMERG EMERGENCY EMT ELECTRICAL METALLIC TUBING EO ELECTRICALLY OPERATED ETR EXISTING TO REMAIN F FUSE FA FIRE ALARM FB FLOOR BOX FDR FEEDER FL FLOOR FLEX FLEXIBLE FTL FEED THRU LUGS G GROUND GRND GROUND HP HORSEPOWER HOA HAND -OFF -AUTOMATIC JB JUNCTION BOX KV KILOVOLTS KVA KILOVOLTS -AMPERES KVAR KILOVOLTS -AMPERES -REACTIVE KW KILOWATTS KWH KILOWATT-HOURS LA LIGHTNING ARRESTOR LP LIGHTING PANELBOARD MAX MAXIMUM MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MECH MECHANICAL MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUGS ONLY MTD MOUNTED MTG MOUNTING NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NF NON -FUSED NIC NOT IN CONTRACT NO NORMALLY OPEN NO. NUMBER N.T.S. NOT TO SCALE OC ON CENTER OUS OVERLOADS P POLE PB PUSHBUTTON PH/O PHASE PT POTENTIAL TRANSFORMER RCLP REMOTE CONTROL LIGHTING PANEL RECEPT. RECEPTACLE RF RETURN FAN RP RECEPTACLE PANELBOARD RSC RIGID STEEL CONDUIT SCHED SCHEDULE SF SUPPLYFAN ST SHUNT TRIP STB SHUNT TRIP BREAKER SW SWITCH SWBD SWITCHBOARD TB TERMINALBLOCK TYP TYPICAL UON UNLESS OTHERWISE NOTED V VOLTS W WIRE LIGHTING SUBSCRIPTS FOR LIGHTING FIXTURES INDICATE THE FOLLOWING, U.O.N. NIL - NIGHT LIGHT, PANEL SWITCHED, U.O.N. ® ® LIGHTING FIXTURE- TYPE AS INDICATED 4 WALL MOUNTED FIXTURE - TYPE AS INDICATED L © LIGHTING FIXTURE- TYPE AS INDICATED is }{ POLE MOUNTED LIGHTING FIXTURE- �( TYPE AS INDICATED TRACK LIGHTING FIXTURE EMERGENCY BATTERY WALL PACK i� LIGHTING FIXTURE- TYPE AS INDICATED SHADING INDICATES EMERGENCY FIXTURE CONNECTED TO BATTERY ■ INVERTER OR GENERATOR. CONNECT TO UNSWITCHED SOURCE IN ADDITION TO SWITCHING INDICATED EXIT LIGHT - WALUCEILING MOUNTED - DIRECTIONAL ARROWS AS INDICATED, Q 9 SHADING INDICATES ILLUMINATED FACE. CONNECT TO UNSWITCHED BRANCH CIRCUIT INDICATED POWER DISTRIBUTION POWER DISTRIBUTION PANELBOARD - 480Y/277V, 30, 4W & GIRD, U.O.N. POWER DISTRIBUTION PANELBOARD - 20BY/12OV, 30,4W & GIRD, U.O.N. BRANCH CIRCUIT PANELBOARD 20BW120V OR 480Y/277V, 30,4W & GRD, U.O.N. (FLUSH/SURFACE) _ TERMINAL CABINET, TYPE AS NOTED ON DRAWINGS (FLUSH/SURFACE) TRANSFORMER- TYPE AND RATING AS INDICATED, NIL INDICATES NON -LINEAR TYPE MCB SWITCHBOARD W/MAIN CIRCUIT BREAKER SECTION ATS AUTOMATIC TRANSFER SWITCH -� L_ J WORKING CLEARANCE ABOUT ELECTRICAL EQUIPMENT ---UG--- UNDERGROUND CONDUIT/DUCTBANK FB FEEDERBUSWAY PB PLUG-IN BUSWAY G GROUND CABLE, SIZE AS INDICATED [--GB--1 GROUNDBUS — p CONDUIT TURNED UP J CONDUIT TURNED DOWN [gEMH ELECTRIC MANHOLE HOMERUN TO PANEL WITH CIRCUIT NUMBER(S) AS INDICATED GROUND WIRE PHASE WIRE NEUTRAL WIRE • GROUND ROD QM MOTOR-"M" INDICATES HORSEPOWER HEAVY-DUTY DISCONNECT SWITCH, NOW FUSED, NUMBER OF POLES AS REQUIRED FOR APPLICATION, PROVIDE SWITCH AMPACITY AS INDICATED LDS-#) ZP HEAVY-DUTY DISCONNECT SWITCH FUSED, NUMBER OF POLES AS REQUIRED FORAPPLICATION, PROVIDE SWITCH AMPACITYAS INDICATED LDS-#) Zi COMBINATION MOTOR STARTER (MS-#) rzj VARIABLE FREQUENCY DRIVE (MS-#) $MS MOTOR RATED SWITCH (120V, SINGLE PHASE, HORSEPOWER RATED TOGGLE SWITCH) ©P CAPACITOR -WHERE "P" INDICATES KVAR SIZE. a EMERGENCY SHUTOFF PUSHBUTTON PUSH BUTTON CONTROL STATION PANELBOARD NAMING BRANCH PANELBOARDS DISTRIBUTION PANELBOARDS 1 2 A 1 1 2 DP A l LSEQUENCALPANEL NUMBER LFLOORNUMBER SEQUENCALPANELNUMBER FLOOR PLAN UNIT FLOOR PLAN UNIT A-UNITA A-UNITA B-UNITB B-UNITB VOLTAGE "DISTRIBUTION PANEL" 2-20BY112W VOLTAGE 4 - 480Y/277V 2 - 20BY/120V FLOOR NUMBER 4-480Y/277V B-BASEMENT 1-1ST FLOOR B-BASEMENT 2-2ND FLOOR 1-1ST FLOOR 2-2ND FLOOR WIRING DEVICES SUBSCRIPTS FOR RECEPTACLES, JUNCTION BOXES AND OTHER DEVICES INDICATE THE FOLLOWING, U.O.N: F - FLUSH IN FLOOR L- LOCKING TYPE GFCI- GROUND FAULT CIRCUIT TP- TAMPER RESISTANT INTERRUPTER S- SURFACE MOUNTED H- HORIZONTALLY MOUNTED WP-WEATHERPROOF IN -USE IG - ISOLATED GROUND X- MOUNTED IN EXISTING OUTLET BOX 125V. 20A.,(WALU+2"ABOVE BACKSPIASH m T OR COUNTERTOP TO BOTTOM) SIMPLEX RECEPTACLE, 2 POLE, 3 WIRE (NEMA 5-20R) GFCI GFCI 125V. 20A.,(WALU+2"ABOVE BACKSLPASH OR COUNTERTOP TO BOTTOM) DUPLEX RECEPTACLE, 2 POLE, 3 WIRE (NEMA 5-20R) 125V. 20A.,(WALU+2"ABOVE BACKSPLASH OR COUNTERTOP TO BOTTOM) DOUBLE DUPLEX(QUADRAPLEX) RECEPTACLE,2 POLE, 3 WIRE (NEMA 5-20R) GFCI 125V. 20A., (CEILING, MOUNTED) DUPLEX RECEPTACLE, 2 POLE, 3 WIRE (NEMA 5-20R) F, IP `Y Z SPECIAL RECEPTACLE- NEMA CONFIGURATION AS INDICATED ON DRAWING Q 4 JUNCTION BOX(RECESSED/SURFACE) i1 DIRECT CONNECTION TO EQUIPMENT PULLBOX. PROVIDE PULLBOXES INDICATED PB ASA MINIMUM. PROVIDE ADDITIONAL PULLBOXES, SIZED PER NEC, AS REQUIRED FLUSH JUNCTION BOX WITH FURNITURE FEED ADAPTING CONNECTOR MOUNTED AT 6" A.F.F. ® DIMMERSWITCH $ SINGLE POLE SWITCH $3 THREE-WAYSWITCH $4 FOUR-WAY SWITCH $P SINGLE POLE SWITCH W/PILOT LIGHT 6 THREE-WAY SWITCH WITH PILOT LIGHT $ K KEY OPERATED SINGLE POLE SWITCH $3K KEY OPERATED THREE-WAY SWITCH WALL MOUNTED, DUAL -TECHNOLOGY $051 OCCUPANCY SENSOR WITH (1) MANUAL OVERRIDE LIGHT SWITCH, MANUAL-ON- OFF/AUTOMATIC-OFF OPERATION WALL -MOUNTED, DUAL -TECHNOLOGY $OS2 OCCUPANCY SENSOR WITH (2) MANUAL OVERRIDE LIGHT SWITCHES, MANUAL-ON- OFF/AUTOMATIC-OFF OPERATION 1000SQFT COVERAGE, CEILING -MOUNTED, p1 DUAL -TECHNOLOGY OCCUPANCY SENSOR WITH TWO RELAYS, DISTRIBUTION COVERAGE AS REQUIRED FOR SPACE SIZE 2000SQFT COVERAGE, CEILING -MOUNTED, G2 DUAL -TECHNOLOGY OCCUPANCY SENSOR WITH TWO RELAYS, DISTRIBUTION COVERAGE AS REQUIRED FOR SPACE SIZE (NOTES APPLY TO ALL ELECTRICAL DRAWINGS) GENERAL NOTES # NOTES A CONNECTALL LIGHTING FIXTURES WITHIN ROOM TO INDICATED SWITCH AND BRANCH CIRCUIT, U.O.N. B WHERE MULTIPLE SWITCHES,RECEPTACLES, AND OTHER OUTLETS (EXCEPT PHONES) ARE INDICATED, PROVIDE MULTI-GANGEBACK OUTLET BOXES WITH GANG BARRIERS AND A COMMON FACEPLATE FOR SIMILAR DEVICES. C WHERE EXIT SIGNS ARE INDICATED ABOVE DOOR, MOUNT AS FOLLOWS: IFTHE DISTANCE BETWEEN THE TOP OF THE DOOR FRAME AND THE CEILING IS 24 INCHES OR LESS, CENTER THE EXIT SIGN BETWEEN TOP OF DOOR FRAME AND CEILING. OTHERWISE, MOUNT BOTTOM OF EXIT SIGN 6 INCHES ABOVE TOP OF DOOR FRAME. MOUNT OTHER WALL MOUNTED EXIT SIGNS LOCATED WITHIN THE SAME AREA AT THE SAME HEIGHT. D WHERE DIFFERENT RECESSED ELECTRICAL DEVICES WITH THE SAME MOUNTING HEIGHTS ARE INDICATED SIDE -BY -SIDE, MOUNTTHE DEVICES SO THAT THERE IS FOUR INCHES BETWEEN ADJACENT VERTICAL EDGES. E WHERE ELECTRICAL DEVICES WITH DIFFERENT MOUNTING HEIGHTS ARE LOCATED IN THE SAME AREA ALIGN DEVICES VERTICALLY THROUGH THEIR CENTERLINES. F INSTALL SEPARATE INDEPENDENT NEUTRAL CONDUCTORS FOR ALL 120VAND 277V CIRCUITS. DO NOT SHARE NEUTRALS. G ALL EXIT FIXTURES AND FIXTURES INDICATED WITH 'NU SHALL BE UNSWITCHED. H INSTALL NO MORE THAN THREE PHASE CONDUCTORS (PLUS NEUTRALS AND GROUND) PER CONDUIT UNLESS T310-15 NEC IS FOLLOWED. I NUMBER OF WIRES INDICATED ON DRAW INGS, IN PANEL SCHEDULES AND CIRCUIT SIZING SCHEDULES APPLIES TO CURRENT CARRYING CONDUCTORS INCLUDING NEUTRALS. IN ADDITION TO THE NUMBER OF WIRES INDICATED, PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR SIZED AS SCHEDULED OR SIZED BY NEC 250. J UNLESS OTHERWISE NOTED, PROVIDE FEEDERS AND BRANCH CIRCUITS WHICH HAVE AN AMPACITY EQUAL TO OR GREATER THAN THE CIRCUIT OVERCURRENT PROTECTIVE DEVICE RATING SERVING THE CIRCUIT. REFER TO CIRCUIT SIZING SCHEDULE FOR SIZES OF FEEDERS AND BRANCH CIRCUITS. K COORDINATE LOCATION OF CEILING MOUNTED FIRE ALARM DEVICES WITH OTHER EQUIPMENT TO AVOID INTERFERENCE. LOCATE FIRE ALARM DEVICES AS NEAR TO LOCATION INDICATED WHILE AVOIDING INTERFERENCES. L MAKE FINAL CONNECTION BETWEEN DISCONNECT AND EQUIPMENT BEING SERVED BY FEEDER OR BRANCH CURRENT. M DIVISION 26 CONTRACTOR SHALL REFER TO LIFE SAFETY PLAN FOR FIRE -RATING REQUIREMENTS. DIVISION 26 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIRE -RATED DEVICES/SEALS AS SHOWN ON ELECTRICAL DRAWINGS AND AS REQUIRED BASED ON LIFE SAFETY PLAN INFORMATION. N PER NEC ARTICLE 110.26(A) AND 110.26(F) THE DEDICATED ELECTRICAL SPACE INCLUDES THE SPACE DEFINED BY EXTENDING THE FOOTPRINT OF THE ELECTRICAL EQUIPMENT (INCLUDING BUT NOT LIMITED TO SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, MOTOR CONTROLLERS) FROM THE FLOOR TO A HEIGHT OF 6'-0' ABOVE THE HEIGHT OF THE EQUIPMENT OR TO THE STRUCTURAL CEILING, WHICH EVER IS LOWER. THE DEDICATED ELECTRICAL SPACE MUST BE CLEAR OF ANY PIPING, DUCTS, LEAK PROTECTION APPARATUS, OR EQUIPMENT FOREIGN TO THE ELECTRICAL INSTALLATION. PLUMBING, HEATING, VENTILATION, AND AIR-CONDITIONING PIPING, DUCTS, AND EQUIPMENT MUST BE INSTALLED OUTSIDE THE WIDTH AND DEPTH ZONE. CONTRACTOR SHALL MAKE SURE NO PIPING OR DUCT WORK IS INSTALLED ABOVE THE ELECTRICAL EQUIPMENT. COORDINATE THESE REQUIREMENTS WITH ALL OTHER TRADES PRIOR TO INSTALLATION. O CONTRACT DOCUMENTS CONSISTS OF BOTH A PROJECT MANUALAND DRAWINGS. BOTH ARE MEANT TO BE COMPLEMENTARY - ANYTHING APPEARING ON EITHER MUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH. E D C mo 4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.MRR Project Data 03.08.2019 Produced JTH EAG ¢t NO. ji� c "tAR10400134t� pw�R6HTi CC These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. # I Revision Date 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN T Carmel/Clay Parks Central Park Trailhead & West Receiving Project SYMBOLS & ABBREVIATIONS E-001 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 11/13/19 5 a 4 a 3 a 2 1 I 5 n 3 P 1 E RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel 1�5111GIO I DATE: 11/13/19 POWER SUPPLY BY DIV. 8 IN METAL ENCLOSURE FLEX CONDUIT WITH CIRCUIT TO POWER - SUPPLY (TYPICAL EACH PAIR OF DOORS). 11306104 120V. 20A CIRCUIT IN 3/4' CONDUIT IN WALL TO J-BOX (2) WIRING FROM EPT TO POSE � J_BOX WIPINGFR DIV.8 WIRING FROM EAC BY DIV. 2 � M � 3/4' CONDUIT IN WALLTOJ-BOX M ' FROM DOOR AND LATCH POSITION SWITCHES (2)) FROM EAC SYSTEM BY DIV. 28 TO EAC BY DIV. 28 GENERAL POWER NOTES # NOTES A I REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION. POWER PLAN NOTES # NOTES 1 CONNECT TO MANUFACTURER PROVIDED DISCONNECT SWITCH. 2 RECEPTACLE FOR ELECTRICWATER COOLER. COORDINATE LOCATION WITH MANUFACTURER. 3 CIRCUIT CONNECTION FOR HAND DRYER. REFER TO A -SERIES DRAWINGS FOR ADDITIONAL INFORMATION. 4 SUSPEND TRANSFORMER FROM CEILING MINIMUM+6'-3' TO THE BOTTOM. 5 CIRCUIT CONNECTION FOR ELECTRIC SENSOR OPERATED FAUCETS AND FLUSH VALVES. ONE CIRCUIT SHALL SERVE NO MORE THAN EIGHT (8) OPERATORS. CIRCUIT SHALL BE GFCI PROTECTED. COORDINATE MOUNTING HEIGHT WITH PLUMBING FIXTURE. 6 CIRCUITS TO DUPLEXPUMP PANEL, PUMP #1, AND PUMP#2. COORDINATE LOCATION ON SITE. T DEDICATED RECEPTACLE FOR OWNER PROVIDED EQUIPMENT. COORDINATE LOCATION AND MOUNTING HEIGHT WITH OWNER. 8 PROVIDE 2-GANG RECESSED BACK BOXAT+48' A.F.F. WITH 1' CONDUIT AND PULL STRING BACK TO CUSTODIAN 103 FOR OWNER PROVIDED CARD READER AND ACCESS CONTROL SYSTEM. 9 FIBER OPTIC CABLING TERMINATION POINT. L / GFCI FLUSH MOUNT DOOR POSITION / 4 5 rsAVl1gz HL MONITWIRING RING SWITCH (2) AND / I _\)\H.*.`Iy WIRING BY DIV.B / WIRING IN DOOR BY DIY. / 12A1A1-2 �� E^gg Izgt.to owH-i Fa CARD READER ROUGH-INTHROUGH DOOR �L� 6 EPTAND WIRING BY DIV. B // L J� 1u1E OFCli T 9 SAP asr c : o9IAL 09 � 4 � pGF11� EP UH-3 1 / 1 1TA1 GFG s ELECTRIFIED PANIC AND \ WIRING BYDIV. 8 LATCH POSITION MONITORING \ SWITCH AND WIRING BY DN. 8II \ NOTES: 1. ALL WORK ON THIS DRAWING BY DIVISION 26 UNLESS NOTED OTHERWISE. 2. ROUGH -IN, J-BOX AND POWER SUPPLY LOCATIONS ARE DIAGRAMMATIC ONLY. 3. VIEW IS FROM INTERIOR OF BUILDING. 4. REFER TO DOOR AND HARDWARE SCHEDULE FOR DOOR FRAME MATERIALAND DOOR HARDWARE. 5. EXPOSED CONDUIT NOT PERMITTED. RUN CONCEALED CONDUIT TO FRAME THEN RUN WIRING INSIDE FRAME SYSTEM. 6. SEE ROUGH -IN DETAILS FOR ABOVE CEILING CONDUIT TERMINATION REQUIREMENTS. T. DETAIL IS DIAGRAMMATIC. ALL ROUGH -INS MAY NOT BE USED. COORDINATE WITH HARDWARE SCHEDULE FOR EXACT REQUIRED ROUGH -INS. M GFICI v 1gz O aa15¢ GENERAL LIGHTING NOTES # NOTES A REFER TO SHEET E-001 FOR ADDITIONAL INFORMATION. LIGHTING PLAN NOTES # NOTES 1 11NSTALL FIXTURE AT+8'-0' A.F.F. TO BOTTOM OF FIXTURE IN THIS SPACE. 2 INSTALL FIXTURE AT+T-9' AFF ON WALL. TYPICAL DOOR SECURITY SCHEMATIC 3D DIAGRAM 2D POWER PLAN 1 D LIGHTING PLAN N.T.W. 114" = 1' 0" 114" = 1' 0" — _ _ EXISTING FLOWRIDER BUILDING wo low 4 / EXISTING PUMP HOUSE � / APPROXIMATE LOCATION OF \ \\ / EXISTING DISTRIBUTION \\ PANELBOARD'MDP \ \ \\ wasawill"w" low wiwwwows / � Cl a a a 5 4 3 2 GENERAL SITE NOTES # NOTES A IREFER TO SHEET E-001 FOR ADDITIONAL INFORMATION. SITE PLAN NOTES # NOTES 1 PROVIDE NEW FEEDER TO NEW RESTROOM BUILDING. REFER TO ONE LINE DIAGRAM. ROUTING SHOWN IS DIAGRAMMATIC ONLY. ACTUAL ROUTING SHALL SHARE SAME TRENCH AS NEW PLUMBING LINES WHERE POSSIBLE WITH MINIMUM 5'-0' OF HORIZONTAL SEPARATION MAINTAINED. 2 PROVIDE 4'PVC CONDUIT FOR FIBER OPTIC CABLING. 3 PROVIDE 1IF X 24'QUAZITE MAINTENANCE HOLE. 4 ENTER BUILDING ALONG SIDE OF EXISTING CONDUIT ENTERING THE BUILDING. 5 ROUTE FIBER OPTIC CABLING THROUGH BUILDING TO THIS LOCATION. COORINATE WITH OWNER EXACT LOCATION. 6 PROVIDE 12 STRAND INDOOR/OUTDOOR SINGLE -MODE FIBER OPTIC CABLING. PROVIDE TERMINATIONS AND TESTING COMPLETE. COORDINATE WITH OWNER THE CONNECTOR TYPE. ASSUME 800 LF FOR BIDDING PURPOSES. 1A SITE PLAN V Ill = 20 0" 1 E 10 C A 0 (4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.MRR Project Date 03.08.2019 Produced JTH EAG NO. STATE OF S�TSTI/ 11111\\1\HP`" These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. # I Revision Date 1198 Central Park Drive West Carmel , IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project SITE, POWER, AND LIGHTING PLANS E-101 6 5 4 3 2 1 E DESIGNATION: LOCATION: MOUNTING: SUPPLY FROM: MOP SURFACE PANELBOARD SCHEDULE VOLTS: 480V/277V PHASES: 3 WIRES:4 AC RATING: MAINS RATING: 800A MAINSTYPE: MCB MCB RATING: 800A MCB OPTIONS: O CKT NO. I CIRCUIT ROOM # CIRCUIT TYPE TRIP P A B C P TRIP CIRCUIT TYPE CIRCUIT ROOM # CKT NO. 0 1 ETR 30 A 3 0.00 0.00 3 50 A ETR 2 3 - 0.00 0,00 4 - 5 - -- - -- 0,00 0,00 - -- -- 6 - - 7 ETR 50A 3 0,00 0,00 2 20A ETR 8 - - 9 - -- - -- 0.00 0.00 - -- -- -- 10 - - 11 - -- - - 0.00 0.00 1 20A ETR 12 - 13 SPACE 0.00 7.4 33 60A TX -PANEL ITAi-12AI, NOTE 2 14 15 SPACE -- - _ 0.00 8.09 - -- -- -- 16 17 SPACE 0.00 8.16 18 -- 19 ETR 400A 3 0.00 0.00 FULL WIDTH BREAKER 20 - 21 - 0.00 0.00 FULL WIDTH BREAKER 22 - 23 - I I I I I I 1 0.00 0.00 1 IFULL WIDTH BREAKER 24 TOTAL LOAD: TOTAL AMPS: 1 7 7kVA 8.09 kVA 8.16 kVA 27 A 30 A 30 A TOTAL CONNECTED LOAD: 23.71 kVA TOTAL CONNECTED AMPS: 30A NOTES: 1. DISTRIBUTION PANELBOARD AND CIRCUIT BREAKERS ARE EXISTING TO REMAIN UON. 2. CONNECT NEW LOAD TO EXISTING SPARE CIRCUIT BREAKER AND RELABEL. DESIGNATION: LOCATION: MOUNTING: SUPPLY FROM: 12AI CUSTODIAL 103 SURFACE 1TA1 PANELBOARD SCHEDULE VOLTS: 208V/120 V PHASES: 3 WIRES:4 AIC RATING: 10,000 MAINS RATING: 100 A MAINS TYPE: MCB MCB RATING: 100A MCB OPTIONS: O CKT NO. CIRCUIT ROOM # CIRCUIT TYPE TRIP P A B C P TRIP CIRCUIT TYPE CIRCUIT ROOM # CKT NO. O 1 103 RECEPTS 20A 1 0.36 0.50 1 20A PUMP PANEL 2 3 101, 102, 103, 104, EXTERIOR LIGHTING 20A 1 0.28 1.18 1 20A PUMP #1 4 G 5 EXTERIOR EWC 20A 1 0.50 1.18 1 20A PUMP#2 6 G 7 101 H.DRVER 20A 1 1.50 0.20 1 20A 101, 102-FLUSH/FAUCET 8 G G 9 102 H.DRVER 20A 1 1.50 0.18 1 20A RECEPT 103 10 11 103 LC -Al 20A 1 0.50 0.18 1 20A RECEPT 103 12 13 101,102 RECEPTS 20A 1 0.36 0.00 1 20A SPARE 14 15 102 EPUH-1 20A 2 1.85 0.00 1 20A SPARE 16 17 - 1As OOD 1 20A SPARE 18 19 101 EPUH-2 20A 2 1.85 0.00 ISPACE 20 21 - 1.85 OTT SPACE 22 23 103 DWH-1 35A 2 2.70 OTT SPACE 24 - 25 - 2.70 0.00 SPACE 26 - 27 103 EPUHJ 20A 2 125 0.00 SPACE 28 - - 29 -- 125 0.00 SPACE 30 - TOTALLOAD: TOTAL AMPS: 7.47 kVA 8.09 kVA 8.16 kVA 62 A 68 A 69 A TOTAL CONNECTED LOAD: 23.71 kVA TOTAL CONNECTED AMPS: 69A NOTES: 1. PROVIDE NEW PANELBOARD AND CIRCUIT BREAKERS COMPLETE. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Calmed �VTI�\Bw�711PA.bL DATE: 11/13/19 NOTES: 1. PROVIDE TIMECLOCK, H-O-A SWITCH AND CONTACTOR IN A COMMON ENCLOSURE. 2. PROVIDE ALL CONTROL WIRING IN CONDUIT. 3. REFER TO SPECIFICATION SECTION 260923 FOR ADDITIONAL INFORMATION. 4. REFER TO ELECTRICAL SCHEDULES FOR ADDITIONAL CONTACTOR INFORMATION. PHOTOCELL O FIXTURE r COMMON ENCLOSURE 7 DAY DIGITAL TIME CLOCK. WITH TC BATTERY BACKUP L I - SIMILAR TO TORK DG100 SERIES. H-O-A SWITCH MOUNTED OFF FEEDER & BRANCH CIRCUIT SCHEDULE (COPPER) CONDUCTOR SIZE PER CONDUIT CONDUIT SIZE & QUANTITY FEEDER/BRANCH CIRCUIT LABEL PHASE& NEUTRAL EQUIP/SERV GROUND IP,IN,IG 2P,1N,1G 3PiNiG 3P,2N 1U 3P,3N,lG 3P,1N,2G 2P 1G 3P 1G 3P 1N F20 12 12 3r4" 3/4" 3/4" 3r4" 3/4" 3/4" F30 10 10 X4" 314" 314" X4" 314" 314" F40 8 10 W4" 3r4" V 1" 1" 1" F50 6 10 1" 1" 1" 1-1/4" 1-1/4" 1" F60 4 10 1" 1" 1-14" 1-1/4" 1-114" 1-14" F70 4 8 1" 1-1/4" 1-1/4" 1-114" 1-1/2" 1-1/4" F80 3 8 1" 1-114" 1-1/4' 1-112" 1-112" 1-114" F90 1 2 8 1 1" 1-1/4" 1-1/2" 1-112 2" 1-1/2" F100 1 8 1-1/4" 1-1/2" 1-1/2" 2" 2" 2" F110 1 6 1AW 1-1/2" 1 2" 1 2' 2-112" 2" F125 110 6 1-1W 1-1/2" 2" 2" 2-112" 2" F150 1/0 6 1-1/4" 1-1/2" 2" 2" 2-1/2" 2" F175 210 6 1-1/2" 2" 2" 2-1/2" 2-112" 2" F200 3/0 6 1-1/2" 2" 2" 2-1/2" 3" 2-112" F225 410 4 2" 2" 2-1/2" Y 2-1/2" F250 250 4 2" 2-112" 3" 3" 3" F300 350 4 2" 2-112" 3" 3-112" 3" F350 500 3 2-1/2" 3" 3-1/2" 4" 3-1/2" F400 3/0 3 2 1-1/2' 2 2' (2)2-1/2' 2 2-12" (2)2-1/2' F450 410 2 2 2" (2)2' (2)2-1/2' (2)3' (2)2-1/2" F500 250 2 (2)2' (2)2-1/2' (2)3' (2)3' (2)3' F600 350 1 2 2-1/2' 2 3" (2)3' (2)3-1/2- (2)3' F700 500 1/0 2 2-112" (2)3' 2 3-112" (2)4' 2 3.12" F800 350 1/0 3 2-1/2" 3 3" 3 3" 3 3-12" (3)3' F900 350 210 3 2-1/2" 3 3" 3 3" 3 3-1/2" F1000 500 2/0 3 2-112" (3)3' (3)3-1/2' (3)4' F1200 350 3/0 4 2-1/2" 4 3" 4 3" 4 3-1/2" F1600 500 4A) (5)3- (5)3- (5)3-1/2- 5 4" F2000 500 250 (6)3- (6)3' 6 3-112" (6)4' F2500 500 350 7 4" 7 3-1/2" 7 3-1/2" 7 4" F3000 500 500 (8)4- (8)3-1/2- (8)4- 8 4" NORMAL CIRCUIT IN ENCLOSURE COVER REFER TO LIGHTING CONTACTOR HAND AUTO SCHEDULEFOR NUMBER OF POLES LOAD 111 CM D COIL TI TT I I I I I I I I CONTROL MODULE LINE I I I I I COIL CIRCUIT__(_ _ _ _ _ _ _ _ _ _ J UNSWITCHED HOT NEUTRAL J 1 ec EXTERIOR LIGHTING CONTROL SYSTEM SCHEMATIC `JV NOT TO SCALE LOW VOLTAGE TRANSFORMER REFER TO POWER RISER SECURE UNI-STRUT DRAWINGS FOR SIZE CHANNEL AND APPROX. WEIGHT TO STRUCTURAL STEEL i T � i THREADED ROD SECURE TO UNI-STRUT CHANNEL I I PROVIDE VIBRATION ISOLATION DAMPER TO BOTTOM OF TRANSFORMER � I I �I / LOCK NUT LOCK WASHER JAM NUT LOCK NUT LOCK WASHER JAM NUT SUSPENDED TRANSFORMER MOUNTING DETAIL SUPPORTSTRUCTURE GENERAL LIGHT FIXTURE SCHEDULE NOTES # NOTES A FOR ALL INTERIOR LED FIXTURES, PROVIDE 3500 DEGREE K COLOR TEMPERATURE. FOR ALL EXTERIOR LED FIXTURES, PROVIDE 4000 DEGREE K COLOR TEMPERATURE. B REFERTO LIGHT FIXTURE SCHEDULE AND REFLECTED CEILING PLANS FOR MOUNTING REQUIREMENTS, CEILING TYPES, AND FINAL LOCATIONS. PROVIDE APPROPRIATE MOUNTING TRIM REQUIRED FOR CEILING TYPE. C PROVIDE FACTORY INSTALLED DISCONNECTS FOR ALL LINEAR FIXTURES. D PROVIDE SELF -DIAGNOSTICS AND SELF -TESTING FOR ALL LIFE SAFETY FIXTURES (EXIT FIXTURES, WALL PACKS, INVERTERS BALLASTS, ETC.) LIGHTING FIXTURES SCHEDULE SOURCE ACCEPTABLE TYPE LUMENS WATTS CCT FIXTURE DESCRIPTION VOLTAGE MOUNTING LENS/REFLECTOR CERTIFICATIONS MANUFACTURERS FIXTURE Li 4'LED VAPORTIGHT FIXTURE. 120277 V LED 4,000 LM 38W 3500 K SURFACE IMPACT RESISTANT, DEC METALUX 4V72 Li FIBERGLASS HOUSING. U.L. GASKETED PRISMATIC COLUMBIA LXEM4 LISTED WET LOCATION. LENS LITHONIA FEM4 LED DAY-BRITE DW L1E 4'LED VAPORTIGHT FIXTURE. 120/277V LED 4,000 LM 38W 3500K SURFACE IMPACT RESISTANT, DLC METALUX4VT2 L1E FIBERGLASS HOUSING. U.L. GASKETED PRISMATIC COLUMBIA LXEM4 LISTED WET LOCATION. INTEGRAL LENS LITHONIA FEM4 LED BATTERY INVERTER. DAY-BRITE DW L2E 4'LED VAPORTIGHT FIXTURE. 120/277V LED 4.000 LM 38W 3500K CHAIN IMPACT RESISTANT, DLC METALUX 4VT2 L2E FIBERGLASS HOUSING. U.L. SUSPENDED GASKETED PRISMATIC COLUMBIA LXEM4 LISTED WET LOCATION. INTEGRAL LENS LITHONIA FEM4 LED BATTERY INVERTER. I DAY-BRITE DW L3 LED WALL LIGHT. DIE-CAST 120(277 V LED 2,700 LM SOW 4000 K WALL MOUNTED TYPE III DISTRIBUTION DLC MCGRAW-EDISON ISC L3 ALUMINUM HOUSING. HINGED HUBBEL OUTDOOR DOOR FRAME. SILVER FINISH. LIGHTING RDI INTEGRAL PHOTOCELL SENSOR LITHONIA WSR OPERATED. U.L. LISTED FOR WET LOCATIONS. DISCONNECT SWITCH SCHEDULE LABEL LOCATION EQUIPMENT SERVED VOLTAGE AMPERAGE POLES FUSED FUSE SIZE NEMA ENCL SOLID NEUTRAL NUMBER NAME DS-A1 103 CUSTODIAL 1TA1 480V 60A 3 Ves 50A 1 1 No DS-A2 1 103 1 CUSTODIAL DWH-1 1 208V 60A 2 Yes 1 35A 1 1 1 No TRANSFORMER SCHEDULE LABEL LOCATION KVA PHASE VOLTAGE CONNECTION MOUNT TYPE LOAD(S)SERVED NUMBER NAME PRIMARY i SECONDARY PRIMARYI SECONDARY 1TA1 103 CUSTODIAL 30 3 480V 11 208V/120 DELTA WVE SUSPENDED DRV 12A1 MOTOR CONTROLLER/STARTERNFD SCHEDULE LOCATION EQUIPMENTDATA STARTER I DISCONNECT SWITCH EQUIPMENT NEMA REMOTE NEMA LABEL NUMBER NAME SERVED VOLTAGE PHASE HP FLA TYPE I SIZE I TYPE FUSE SIZE ENCL CAPACITOR REMARKS MS -Al 103 CUSTODIAL EF-1 120V 1 116 4.4A - - - - - - FRACTIONAL HORSEPOWER RATED TOGGLE SWITCH WITH THERMAL OVERLOADS. LIGHTING CONTACTOR SCHEDULE LABEL LOCATION VOLTAGE COIL CIRCUIT AMPERAGE CONTROL ENCLOSURE NUMBER OF CONTACTS I CIRCUIT(S)CONTROLLED NUMBER NAME PANEL CIRCUIT LG-AI 103 CUSTODIAL 1 120V I 12A1 1 11 130A PHOTOCELL/TIMECLOCK NEMA1 4 12AI-3 MDP 4MY1277V 800A 800 A- MCB 30, 4W ETR ONE -LINE NOT TO SCALE STEEL OUTLET BOX - SIZE PER N.E.C. AND SUPPORT RIGIDLY FROM STRUCTURE CHAIN HANGER TO STRUCTURE S MAX LENGTH - 3/8" FLEX LIGHTING CONDUIT W/ 3412 CONDUCTORS BRANCH CIRCUIT CHAIN SUSPENDED FIXTURE NOTES: 1. SELECT CHAIN LENGTH TO PROVIDE MOUNTING HEIGHT AS REQUIRED ON DRAWINGS 2. PROVIDE TWO CHAIN HANGERS FOR EACH FIXTURE. ADJUST TO HANG FIXTURE LEVEL $E3 CHAIN SUSPENDED LIGHTING INSTALLATION NOT TO SCALE CONDUIT 2" AND SMALLER SUPPORT DETAIL \-- Y NOT TO SCALE \-- Y NOT TO SCALE 5 4 3 %DDV COMBINATION )NDUIT HANGER CLAMP OR )UAL CONNECTTO DS-Ai EXISTING SPARE 3P- ACIRCUIT BREAKER EXISTING FLOWRIDER BUILDING FF0 e riwG EG E 10 F50 F100 12A1 20BY1120V 100A 100 A- MCB 30, 4W NEW RESTROOM BUILDING NOTES'. 1, ALL LAMPS AND BALLASTS ARE CONTROLLED BY AUTO ON IAUTO OFF 2. ALL POWER PACKS AND SLAVE PACKS SHALL BE SUITABLEFOR 120 OR 2]] VAC INPUT TYPICAL CEILING FIXTURE B j 13 LINE LOW VOLTAGE OCCUPANCY SENSOR VOLTAGE POKER PACK SWITCH BIG O p BAK M CCV WHITE MANUALON 0000 OCCUPANCY SENSOR LIGHTING CONTROL SCHEMATIC - -/ NOT TO SCALE METALLIC CONDUIT UP TO EQUIPMENT PER SPECIFICATIONS 12" A.F.F. MAX FLOOR SLAB RGS METALLIC CONDUIT FINISHED GRADE MARKER RIBBON CLEAN EARTH BACKFILL PLACED PER SPECIFICATIONS CONDUIT(S) AS NOTED ON DRAWING NOTE: 1. USE BURIAL DEPTH SHOWN UNLESS NOTED OTHERWISE IN SPECIFICATIONS OR ON DRAWINGS. PVC TO ABOVE GROUND CONDUIT STUB -UP UNDERGROUND BRANCH CIR. CONDUIT(S) 2A DAI ETL 1A DETAIL NOT TALE O SCNOT TO SCALE 2 1 (4 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com Project No. 2018-058.MRR Project Data 03.08.2019 Produced JTH EAG NO. t104001 STATE OF S� �ATai imidaw. These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. # I Revision Date 1198 Central Park Drive West Carmel, IN 46032 N KEY PLAN Carmel/Clay Parks Central Park Trailhead & West Receiving Project DETAILS AND SCHEDULES E-601