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Home My WebLink About13080154 Building PlansCONSTRUCTION PLANS FOR II'� ��I 'Ili I I�III' IIr I ��I � I �� IIII�i �I�, .III I iI I-II iII III,I�, I I I �'� ''i I L I �' I N I �I I rrl��l�l�I � j II ''I�I�I II I j � I� II LI LI L' �I �ILI'I III ILII III 1L�, I' L� i1 .LII i I i I,I. IL 3RD AVENUE SOUTHWEST, REFERENCE MAPS: VICINITY MAP NTS ZONING C-1, COMMERCIAL DISTRICT CARMEL REDEVELOPMENT COMMISSION WILLIAM HAMMER DAVID BOWERS BRADLEY MEYER JEFF WORRELL CAROLYN ANKER GREGORY PHILLIDIZ PRESIDENT VICE PRESIDENT SECRETARY COMMISSIONER COMMISSIONER COMMISSIONER DESCRIPTION OF WORK: TWS PROJECT IS TW SITE WORK FOR A NEW OFFICE WLDING HUM UTMJIIES, SEWERS, WALKS, AND LANK APM'IG WITH NiRIGATION. 86.07'30" 39'58'07.5 z SITE 3 a ❑OP GRADLE NAPPANEE DR � Cit.7p ` o 9 SHOSHONE DR Carmel 180081 a= Z EXECUTNE DR P (7 QO lJ CARMEL DR uMn OP DETAILED STUDY GABLES END Cr R9, 0ZRM `( MEDICAL DR OSEMEADE ZONE X OR SS �IS ? II F.I.R.M. MAP NT8 Panel #209 of 290 18057CO209F February 19, 2003 OPERATING AUTHORITIES: a" WATER/SAWARY SEWER 31 Carmel City Utilities 136th ST. 136thST. Noblesville, IN 46060 Carmel, IN 46074 R 1431 4 131.1 SL YAW ST. 7 Duke Energy VA 100 S. Mill Creek Road 3030 Roosevelt Avenue 31 0— (317) 581-3048 126th ST I Q CALL BEFORE U4XQ 'DAYS Sr Indiana Underground Plant Protection SIT PO Box 50392 Carmel, IN 46032 LOCATION MAP (800) 382-5544 HTS VICINITY MAP NTS ZONING C-1, COMMERCIAL DISTRICT CARMEL REDEVELOPMENT COMMISSION WILLIAM HAMMER DAVID BOWERS BRADLEY MEYER JEFF WORRELL CAROLYN ANKER GREGORY PHILLIDIZ PRESIDENT VICE PRESIDENT SECRETARY COMMISSIONER COMMISSIONER COMMISSIONER DESCRIPTION OF WORK: TWS PROJECT IS TW SITE WORK FOR A NEW OFFICE WLDING HUM UTMJIIES, SEWERS, WALKS, AND LANK APM'IG WITH NiRIGATION. 86.07'30" 39'58'07.5 z SITE 3 a ❑OP GRADLE NAPPANEE DR � Cit.7p ` o 9 SHOSHONE DR Carmel 180081 a= Z EXECUTNE DR P (7 QO lJ CARMEL DR uMn OP DETAILED STUDY GABLES END Cr R9, 0ZRM `( MEDICAL DR OSEMEADE ZONE X OR SS �IS ? II F.I.R.M. MAP NT8 Panel #209 of 290 18057CO209F February 19, 2003 OPERATING AUTHORITIES: a" WATER/SAWARY SEWER Vectren Energy Carmel City Utilities 1600 Allisonville Road 3400 West 131st Street Noblesville, IN 46060 Carmel, IN 46074 (317) 776-5597 (317) 571-2648 ELECTRIC CAKE TELEVISION Duke Energy Bright House Networks 100 S. Mill Creek Road 3030 Roosevelt Avenue Noblesville, Indiana 46060 Indianapolis, Indiana 46218 (317) 581-3048 (317) 632-9077 STREETS/STORY SEVM CALL BEFORE U4XQ Carmel Department of Engineering Indiana Underground Plant Protection One Civic Square PO Box 50392 Carmel, IN 46032 Indianapolis, Indiana 46250 (317) 571-2441 (800) 382-5544 TELEPHONE A T & T 5858 North College Avenue Indianapolis, IN 46220 (317) 252-4274 OWNER: Carmel Redevelopment Commision One Civic Square Carmel, Indiana 46032 (317) 571-2492 Phone SHEET INDEX: C000 COVER SHEET 1 of 1 TOPOGRAPHIC SURVEY C100 SITE LAYOUT AND GRADING PLANS C200 SITE DEMOLITION AND PLANTING PLANS C300 SITE DETAILS C400 IRRIGATION PLAN SURVEY: CENTRAL STATES CONSULTING, LLC 23-8 North Green Street Brownsburg, Indiana 46112 (317) 858-8662 Phone (317) 858-8672 Fax CRY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHAT CONFORM TO CURRENT CITY OF CARMEL STANDARDS - ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED Tn CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SWILL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT-OF-WAY. 3. ALL PAVING IS To BE COMPLETED WITHIN THE SAME PAVING SEASON. Know what's below. Call before you dig Within Indiana Call 811 or 800-382-5544 24 Hms a Day, 7 Days a Weat PER NOW IA STATE LAW IC 8-1-28. R IS AGOST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEfOtiE COMM OCING WORK. OWNER: O U OMO�; Q(DM C H,oC W O N "IO_ 0 wt N Q Z M U 7 Y Q J LL N O U) < Lo O Z I? co QC14 E5 t� I— z M J W NONE ■1000■ DEVELOPER: °SSo� ...... Dy° No. o': PE10910604 �\ STATE OF ,Off'•••... zvo--07 CERTIFIED BY 10.03.2013 W W T U) cc W O V J W 2 qtNcc � .Q V pV Z J W LV (l) vV �a:W Q LL> 0,04 13 T` SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessorily indicate or describe all work required for full perfomance and completion of the requirements of the Contract On the basis of the general scope indicated or described, the trade contractors shall fumish all items required for the proper execution and completion of the work. DATE: OCT. 03, 2013 DRAWN BY: KIRT CHWD BY: RLN JOB NO. 01208 REVISIONS DRAWING NUMBER: C000 PROJECT NUMBER: 01206 I I I I � I I I I I I I 0 I I I I I I I I I I I � I I I DRAINA 3E MANMOLI T R = 83Q.66 INV. N = 827.1 � INV. E = 827.26 I T II INI . I � I I I I F_ I = I I I I I F- D I I I I I I I I I I I I I I I I I I I I I II �I � I I I I I I I I SANITAhY MANHOLE TOR = 31.94 INV. W = 824.74, INV. E 824.6 --UT — — — ----UT —— ALTA/ACSM LAND TITLE SURVEY ADJOINER: CFP CARMEL, INDIANA ENERGY CENTER, LLC INST. #2011002301 C-1 City Center District Zoning ADJOINER: CITY CENTER COMMUNITY LOPMENT CORPORATION INST. #2010005056 :ity Center District Zoning ---UT-----UT — — 380.93' (M) -- -- p. fig• ♦ " ,��''........... ... ......._.-_..-- __ ... ..... ----- — — `— __ _ rass ACE REBA1� FQUND D — ---- --� _ 4" --_ — STC---... _Of TC `-QETC \=--.— T^ —--OETC—=�.. ----- — E �OETC —\'. _.__.. OETC — OETC — — --- — - -- �. — — —UT — — — - - : . J w --— UT ; — — � —. UT . T ... _ � INV; W = 828.44 INV. S = 828.29 INV. E. = 828.29 828.68 0 I� 1 t 8"CMP NV. = 828.58 One—Story Masonry Finish Floor = 833.56 ADJOINER: GRADLES II, LLP INST. #200200000157 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. VERTICAL DATUM ACE TBM ELEVATION = 833.06 CUT "X" ON NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AND SOUTH OF VETERAN PARK'S SOUTH ENTRANCE UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. m L U UKAINAUL MAIIMULL V COMBINATION MANHOLE ® CURB INLET o GROUND ACCENT LIGHT GUY WIRE ------WTR— UNDG. WATER LINE -----G— UNDG. GAS LINE — — — — — — UT — UNDG. TELEPHONE LINE — — — — — — UE — UNDG. ELECTRIC LINE VCP vitrified clay pipe RCP reinforced concrete pipe PVC polethylene coated pipe S 89'12'13" w - 773.40' (M) _.. _.._.._.._.._.. NORTH LINE, NE 1/4, SEC.36-T17N-R3E 1 POINT OF COMMENCEMENT j NORTHEAST CORNER, NE 1/4, SEC. 36 - T17N - R3E BRASS PLUG IN STEEL BOX FOUND j I POINT OF BEGINNING 3.098 ACRES± (M) LEAD-IN DETAIL (134,938.9 SQ. FT.) -4 REBAR SET NOT To SCALE VICINITY MAP NOT To SCALE it 1. PRWDE A SMOOTH iRANS M FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SFWl TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WiTH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTIONS SHALL BE MADE F NECESSARY. 3. THE CONTRACTOR SHALL VE]RFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SWILL BE RESPONSMLE FOR ALL FlE1D DRENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. F ANY D11SCREPANCI_S ARE FOUND IN THESE ENGIEpTING PLANS OR LANDSCAPE PLANS FROM ACTUAL FEUD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. P ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHAT CONTACT THE A/E MEDIATELY FOR INSTRUCTIONS. 4. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AHO NOT TO EXCEED 10'-W MAXIMUM. EXPANSION JOINTS SHALL NOT EXCEED 40'-0' MAXIMUM. CONTROL JON'S MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 5. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMIENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 6.AUL 4' CONCRETE PAVEMENTS OR SDEWALKS ARE NOT TO EXCEED A MAXINIM OF 3/4' SLOPE PER FOOT. CONTROL JOINTS SMALL NOT EXCEED 10'-0' MAXIMUM ON CENTER. EXPANSION JOINTS SMALL NOT EXCEED 40'-0' MAXiMUtI ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. 7. ALL DIENSIONS ARE PARA LE! AND PERPENDICULAR TO THE BASE LNES, PROPERTY LNES AND OR BUILDING LIES UNLESS OTHERWISE NOTED. EL THE CONTRACTOR SWILL BE RESPONSIBLE TO PROVDE AT HIS EXPENSE ALL AUTOMOBIE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQURED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUI110e TS, WHICHI;IIER HAS JURISDICTION. 10. ALL RADI NDICATED SRW. BE FORMED AS CIRCULAR ARCS. 11. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUPMENT', FUEL CIL„ OR. GASOLINE ETC., BY THE GENOK CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SMALL BE RECONSTRUCTED TO T'S C RNK OR AS REQINRED CMT DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGBNCES, AND TO THE SATISFACTION OF THESE AGS. THIS RECONSTRUCTION AND OR REPOT SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHI RULED PAVING. 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FNA. GRAIM UNLESS OTHEitWISE NOTED. SEE LAiTDSCAPE PLAN MID OR EROSION CONTROL PLAN FOR D11REC11ON AND VERIFICATION. 2. THE UTILITIES IDIC IED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE NVEMORY OF ALL THE EXISTING UTLTEES PRf58NT ON AND AROUND THIS STTE. THE LOCATION AND SIZE OF THESE UTLTES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E NO MAY NOT BE ACTUAL. THE A/E SWILL NOT BE HELD LABILE FOR ANY INCORRECT OR MISLEADING UiLiIY INFORMATION INDICATED, IDLED OR NOT IM7ED ON THESE PLANS. 3. ALL CONTRACTORS BUT NOT LIMED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXSW UTILITY LINES AND EMWMEM. ACTUAL FEUD LOCATIONS OF ALL THE EX5II NG UTLTTiES ARE THE CONTRACTORS I ESPONSI3LTY AND MUST BE LOCATED ETHER BY THE REPRESENTAZIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILTTY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERFY MWN COVER REQUIidONTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGEINCES WHCIEVIER URITY COMPANIES OR AGIEN(IES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 4. iT IS THE CONTRACTOR'S RESPONSHLI Y TO NOTIFY ALL THE UTILITY COMPM ES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON ESTE ALL VERFICATIONS, LOCATiONS. SIZE AND DEPTHS SWILL. BE MADE BY THE APPROPRIATE UTUIY COMPANIES OR DIPARTMMIE NIS. WEEN EXCAVATING AROUND OR OVER EXISTING LITRES, THE CONTRACTOR MUST NOTFY THE UTLITY COMPANY SO A REPRESMATHVE OF THE UTILITY CAN BE PRESFINT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. TRENCHES FOR ALL UTILITIES SAW. BE BACKFLIED COMPLETELY WITH APPROVED BLED GRANULAR MATERIAL WTHWI THE ROff-OF--WAY BACKFILL MUST MEET CITY STA DARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL 70P OF PAVEMENT, TOP OF CURB OR FINAL GRADE SHATKON. 7. TO DETERMME THE SUBG RADE ELEVATION REQUITED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 8. HEAVY CONSTRUCTION AND EQLWMIENT TRAFFIC MAY CRFJATE GENERAL DETERIORATION OF THE SHALLOWER SOLS IF EXCESS SURFACE WATER IS PREMff PROPER PRECAUTIONARY STEPS MUST BE TAKEN DUTNG THE ENTRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 9. R IS THE RESPONSlB111TY OF THE CONTRACTOR TO ACQIUAINE THEMSELVES WITH THE SOL CONOTHONS. 10. EXISTING PAVEMENT, SDEWALKS CURBS DRIVEWAYS, SICTRICAL TRANSFORMERS AND PADS, DIVES, DRAINAGE P11PM MID STRUCTURES, FENCES, LAMAS, TREES, S1SHES, MAILBOXES, SIGHS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SRW. BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGNAL CONDITION OR AS REQUITED OR DICTATED BY FEDERAL, STATE, COUNTY, CRY OR LOCAL AGIENCES TO THE SATISFACTION OF THESE AGENCIES. 11. R IS THE RESPONSBNJiY OF THE CONiRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERM'S FOR ANY AND ALL WORK REQUITED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE REWONS13LE TO PAY FOR ALL REQUITED PERMITS BY ANY OR ALL AGEINCES MENTIONED ABOVE UNLESS OTHERWISE NOTED N THE CONTRACT OR SPECIFICATIONS. 12. R IS THE RESPONS110111TY OF THE CONTRACTiOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DTT, GRAVEL AND LOOSE MATFITIALS TRACKED, DUMPED, SPLLED OR WINO BLOOM FROM THE SITE ONTiO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREET'S OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAiLY P NECESSARY OR IMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. THE CONTRACTOR SWILL REDUCE THE ARBORHE DUST DURING THE ENTRE CONSiRUCTION SMULE. WATER MAY BE USED AS A REDUCER. 13. PPE LENGTHS IIDICATED ARE FOR HIYDROUC DESIGN AND THE CONTRACTOR SHAT. BE RESPONSIBLE FOR ACTUAL LENGTHS REQUITED TO COMPLETE THE INSTALLATION AS SHOWN 14. ALL EXISTING MANHOLES AND CATCH aASN GRAZES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION P NO AS REQUIRED. 15. SUBGRADES FOR SEEDED LAWN AREAS SHALL BE ESTABLISHED AT ELEVA11ONS ALLOWING 6' TOPSOL BACKRILL. Il. SUBRADES FOR SOD L PLANTING AREAS SWILL BE ESTABUSFED AT ELEVATIONS ALLOWING 12' PLANTING MIX BACKFIN.. O MEET EXISTING PAVEMENT CURB, OR WALK ELEVATIONS. PROPOSED SPOT E19Af6i ARE BASED ON BEST INTERPRETATION OF EXISTING CONDITIONS. VERIFY AND ADVISE OF DISCIUANCIES THAT MAY CREATE OBJECTIONABLE SLOPES. O TWO (2) 0 4" CONDUITS BELOW WALK STONE BASE TO BE INSTALLED THE WIDTH OF PAVEMENT PLUS 2' BEYOND EACH EDGE CAP ENDS & MARK TO GRADE. *r 1 CURB INLET `..,T.Ota....=-829.91 INV. = 827.59 W 2 OSEE 'MEP' SERIES DRAWINGS FOR CONTINUATION. OCONNECT BUILDING SANITARY LATERAL TO EXISTING 6' PVC STUBBED OINV. 827.84 a INSTALL CLEANOUT PER DETAIL 15/C300. O3 CUT IN CONNECTION TO EXISTING 12' WATER MAIN W/12' x 6' TAPPING SADDLE AND VALVE. S4> NEW WATER SERVICE LINE VERIFY SIZE W/PLUMBING DESIGNER. O5 NEW WATER ISOLATION VALVE. O6 NEW POST INDICATOR VALVE. Area TOR = E CONSTRUCTION LIMIT UNE (BACK ID(INVNIIG mw W. S (15" DIM) 827.50 EXISTING INLET-- INVS. 15" WM) 827.22 AIN. W) 829.00 iin 71 0 WORK UNDER SEPARATE CONTRACT BY OTHERS. OA ALIGN Wal W/ENERGY CENTER Wal. (D CONCRETE STOOP PER DETAIL 03/C300. O2 CONCRETE WALK PER DETAIL 04/C300. EXPANSION JOINT PER DETAIL 01/C400. O CONTROL JOINT PER DETAIL 04/C300. Q5 PAVER WALK PER DETAIL 06/C300. O CURB HEIGHT VARIES O'-6". O7 24' WIDTH TACTILE WARNING PER DETAIL 05/C300. O8 'VEE" GROOVES PER DETAIL 05/C300 PERPENDICULAR TO SLOPE VASIIA'010N '1'1E71 CONCRETE 7 7 PAVER WALK PROPOSED OFFICE BUILDING 889 3rd Ave. SW mm FF ELS 8INLET 3 INVS. 15" WTD) 826.82 W. or W) 829.00 FFM EXISTING INLET INVS. 15" EX.TG) 826.48 W. W) 829.00 INM EN 5 EM) 82 W. (X(" W) 829.00 -� - - - - - ------ ------CON N-Alu"T. �- 101.62 LF. TRENCH DRAIN :3 (31 O 1 METER CHANNELS) c-& W/6" DIA. END OUTLET CAP mm INV. 831.75 PER DETAIL 09, 09 �m N O UG IMF Erm EXISTING ENERGY CENTER 891 3rd Ave. SW Area Drain TOR = 832.60 15.5 L.F. 6' PVC STORM SEWER 0 10.00X SLOPE NEIL► INLET PER DUAL 08/C300 M(15' DIM) 826.20 R Dr In NNV S12" HDPE S 826.36 re = 32.80 W. (Ir PVC N) 830.25 Area rain l TOR 83 pOTjNG !�ONSTRUCTION L LXX (FACE OF BUILDI -- . ,i --- - ---r - e.wr. IL FWFF. 21%MM IJ IL.r. IL MR -L .71VR� SEWER 0 5.35X SLOPE SEWER O 1.00X SLOPE SEWER O 1.009 SLOPE YARD INLET YARD INLET CAP alt MAN END TO GRADE -PER N 0300 -- PEEL -DETAIL/ W. W12' " 827.43 INVS. (127 1327.81INV. (12 N) 827.41 Bench Mark Data by Central States Consulting, LLC CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CiTY RIGHT-OF-WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. OWNER: City of carmpi Indiana . ZOO E �� O O N U � M O H LO It (n NO Q Ove m Z Z M J ` 0 J LL y 0 U)aLo C:, Z rn (0 � z� M J w DEVELOPER: S � .............. � �� • �sTERN�,•�jfi =m PE10910604 W 0, STATE of Z A'0 P000. / / U.')4 CERTIFIED BY I J W 2 N Ncc Z .a VpV Q NZ J J a Lu W 0V . p mW N aLL> spa ma sm SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dsnensions of the bwld'irg, the major architectural ebnents and the type of structural, mechanical and electrical systems. The drawings do not necessonTy indicate or desodbe aM work required for full perfarnrance and completion of the requirements of the Contract. On the base of the general scope indcated or described, the trade contractors shag fwnah al items required for the proper execution and completion of the work DATE: TACTILE WARNING GROOVED CONCRETE x x TEMPORARY CONSTRUCTION FENCE FFKiff'o- PROPOSED SPOT ELEVATION (FINISHED FLOOR) INV PIPE INVERT ELEVATION TC TOP OF CURB ELEVATION TDC TOP OF DEPRESSED CURB (LEVEL W/PAVEMENT) EXISTING STORM MANHOLE AND PIPES EXISTING INDEX CONTOUR DWNG SPOT ELEVATION TO CHANGE __......_._ .._.. _......._;.._..., _,_ EXISTING UNDERGROUND TELEPHONE ;' EXISTING BURIED ELECTRIC .................. ..:........... .._ _.. _..--- ;:;.,..,. EXISTING WATER MAIN --------------------------------- PROPOSED WATER MAIN EXTENSION _.... .......... ........_ __: PROSED STORM SEWER OR BOX CULVERT PROPOSED UNDERGROUND CABLE TV PROPOSED OFFICE BUILDING 889 3rd Ave. SW mm FF ELS 8INLET 3 INVS. 15" WTD) 826.82 W. or W) 829.00 FFM EXISTING INLET INVS. 15" EX.TG) 826.48 W. W) 829.00 INM EN 5 EM) 82 W. (X(" W) 829.00 -� - - - - - ------ ------CON N-Alu"T. �- 101.62 LF. TRENCH DRAIN :3 (31 O 1 METER CHANNELS) c-& W/6" DIA. END OUTLET CAP mm INV. 831.75 PER DETAIL 09, 09 �m N O UG IMF Erm EXISTING ENERGY CENTER 891 3rd Ave. SW Area Drain TOR = 832.60 15.5 L.F. 6' PVC STORM SEWER 0 10.00X SLOPE NEIL► INLET PER DUAL 08/C300 M(15' DIM) 826.20 R Dr In NNV S12" HDPE S 826.36 re = 32.80 W. (Ir PVC N) 830.25 Area rain l TOR 83 pOTjNG !�ONSTRUCTION L LXX (FACE OF BUILDI -- . ,i --- - ---r - e.wr. IL FWFF. 21%MM IJ IL.r. IL MR -L .71VR� SEWER 0 5.35X SLOPE SEWER O 1.00X SLOPE SEWER O 1.009 SLOPE YARD INLET YARD INLET CAP alt MAN END TO GRADE -PER N 0300 -- PEEL -DETAIL/ W. W12' " 827.43 INVS. (127 1327.81INV. (12 N) 827.41 Bench Mark Data by Central States Consulting, LLC CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CiTY RIGHT-OF-WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. OWNER: City of carmpi Indiana . ZOO E �� O O N U � M O H LO It (n NO Q Ove m Z Z M J ` 0 J LL y 0 U)aLo C:, Z rn (0 � z� M J w DEVELOPER: S � .............. � �� • �sTERN�,•�jfi =m PE10910604 W 0, STATE of Z A'0 P000. / / U.')4 CERTIFIED BY I J W 2 N Ncc Z .a VpV Q NZ J J a Lu W 0V . p mW N aLL> spa ma sm SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dsnensions of the bwld'irg, the major architectural ebnents and the type of structural, mechanical and electrical systems. The drawings do not necessonTy indicate or desodbe aM work required for full perfarnrance and completion of the requirements of the Contract. On the base of the general scope indcated or described, the trade contractors shag fwnah al items required for the proper execution and completion of the work DATE: MAY 10, 2013 DRAWN BY: KIRT CHK'D BY: OLSON JOB N0. 01208 REVISIONS DRAWING NUMBER: C100 PROJECT NUMBER: 01206 9OZILO :2838WnN 103PO2ld o0zo :838WnN 9NIMV8a SNOISIA328 aoz Lo 'ON 80f N�2] :A8 O,AHO Lai�I :,18 NMV28a Loz 'co loo :31V0 *VoM ay; jo uopldwoo puo uopnom uadwd ayj joj pauinbau swa;i jo ysiwnj joys wopw;uoo apo.q ay; 'paquosap uo papoyui adoas pjaua6 ay; jo sisoq ay; uo •pw;uop ay; jo s;uawannbau aqj jo uopjdwoo puo aououuopad Inj joj pauinbau vox. jo aquosap uo a;ooipw dIuossaoau ;ou op s6uiMwp aqj swa;sds 103u;oaIa puo Jooiuoyoaw 'yo�npngs jo ad/4 ay; puo s;uawala �wnpajigwo uofow ay; '6wpjmq ay; jo suoisuawip ay; 'jdamoo ubtsap �wnpa;iywo jo sw�a; ui pafo/d aqj jo adoos Iwaua6 ay; a;ooipui s6wMwp asayl :S9NIMV86 3d0DS W =I CL > 0 <mna rnmnm 0 U)rn� ft4 n0 0 I M " ic m r Ro W r m a Z m G)0 � r ao Z 'N80M 9NION3141400 380.438 SAVO 9NIN80M (Z) 0M1 30VMS NOLLVO01 ONn0892130Nn 3H1 ONIAiILON 1nOH11M 31VAV0X3 Ol MV1 3HI 1SNWV SI A •9Z -L-8 OI MV1 31V1S VNVIONI N3d •)Iaap o sfop L `,(Do v sJnOH tie >b>bSS—Z8£-008 JO ll8 //no nunIpuI ui411M •hip nog( aaolaq HBO 'MDlaq s,;egm mouN I I :83dO13A3a I INNER 0 :.. . m r w -42 � N 4 0 C)OD m -n�� n - D wZ CD rn o wC),D nNCO- 3 ovZ :83NMO NOSV3S 9NIAVd 3WVS 3H1 NIH11M 0313ldW00 38 Ol SI ONIAVd TlV T 'AVM -30-1H918 Allo 03SOd08d 210 ONIISIX3 ANV NIH11M MOM 01 S31V`1328 ll SV 1N3W18Vd30 3H1 30 .11lNOHinV 3H1 M31A38 Ol (INV '>180M 3Hi 30 S30VIS NIV1830 HOA SNOI103dSNl a381n038 'S1N3W381n038 NOUVOIJ11ON 33V1S 'S1N3W381n0328 NOIlon81SN0o S,1N3W18Vd3a 3H1 M31A38 Ol ON1133W NOIlon81SN0o-38d V 3lna3HOS Ol ON1833NION3 30 1N3W18Vd30 3Hi 13VA00 IIVHS 8010V81NOo '9N1833NION3 30 1N3W18Vd3a 3Hi 30 S1N3W381no38 3Hi 01 IN803NOO 11VHS AVM—.30-1H9121 03SOd08d (INV ONIISIX3 3Hi NIH11M ONIAVd TlV 'Z S11V130 210/0NV NOlIVW803N1 1VN01110aV 803 S31ON30V 31Vl8dO8ddV 3HI 10V1NOo 'Sa8V0NV1S A1Nn0o NODINVH (INV 13W8Vo 30 .1110 01 031onNiSNOO 38 TIVHS S83M3S W801S 71'd 'SNOI1V0131o3dS a8V0NV1S 13W8Vo 01 a31on8-LSNOO 38 01 388 SNIVW 831VM ONV S13381S TlV 'S08V6NV1S 13NNVO 30 A110 1N388no 01 W80ANOD TIVHS AVM -30-1H918 oll8nd 3 H NI A8OM 11V ' L :S310N ON1833NION3 30 1N3W18Vd3a 13W28V3 30 AllO ,OZ = .l •31VOS NVId DMINVId 3dVosaNVI 'Tl NMVI 00S �L V—dVe •� L V-dV8 9 5-Xn8 r NMVI 00S �L �V-1V0 ... • W-Xn8 l HIHON ,OZ = . 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ENCASEMENT PVC PIPE PVC BEND INVERT ELEV. SEWER MATERIAL & SLOPE AFTER BEND AS SHOWN ON PLAN 15 NTS 0300 1 1/2"X 1 1/2"X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC o (4.5 OZ/S.0 YARD) N DOWN w MAINTAIN BY REMOVING SLOPE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 2"X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHARPENED & SPACED 5'-0" O.C. (WHEN SHOWN AT CHAIN LINK SECURITY FENCE, OMIT STAKES & SECURE FABRIC TO FENCE IN AN APPROVED MANNER). MAINTENANCE INSTRUCTIONS: 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 AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE DETAIL 14 NTS 10i5o 0 + 0 0 0 0 0 0 0 WOOD OR METAL + KIRT CONCRETE RLN SEE PLAN FOR SLOPE WASHOUT 1/2" RADIUS ROUND GRAVEL FILLED BAGS IN CORNER 0 PLYWOOD .� 4'-0" x 2'-0' PAINTED WHITE BLACK LETTERS 6' HEIGHT — LAG SCREWS 1/2- DW. , 2', D POST x 8'-0" FTm STAPLE DETAIL YETHYLENE LINER STAPLES 10 MILS THICK (2 PER BALE) WOOD OR METAL BALE) S (2 PER (2 HIGH MAX. GRAVEL FILLED SECTION C—C GS IN CORNER C ORIGINAL GROUND 14'-9" Min 0 o 0 0 0 0 0 0 0 WOOD OR METAL 0 a KIRT STAKES _E RLN SEE PLAN FOR SLOPE STRAW BALES 1/2" RADIUS ROUND GRAVEL FILLED BAGS IN CORNER 0 STOOP LEVEL W/ E W/ 6X6 10110 WEDGE LOOSE FINISH FL. W W.F. W/BROOM SPALLING COMPOUND #4 REBAR 20" FINISH BALES LONG ® 12" O.C. 0 0 a � 0 o a 0 0 0 0 0 0 0 0 0 a NOTES: PLAN 1. WASHOUT FACILITY TO BE INSTALLED UNDER SEPARATE PREVIOUS CONTRACT. THIS WORK SHALL INCLUDE MAINTAINING IT THROUGH PROJECT AND TURNING IT OVER FOR THE NEXT CONTRACT. 1. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 50' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 2. LINER SHALL BE ANCHORED WITH GRAVEL FILLED BAGS FOR BELOW GRADE CONCRETE WASHOUT FACILITY. PLANTING SOIL MIX WILL BE COMPRISED OF THE FOLLOWING. 40% PULVERIZED TOPSOIL - SANDY LOAM (TOPSOIL TO BE 50-60% SAND) 40% LEAF MOLD 20% HAYDITE - BX GRADE MIX TO TESTED AND ADDITIVES ADDED TO ENSURE A SOIL PH OF 6.5-7. SHRUB BEDS TO HAVE AN EXCAVATED DEPTH OF NOT LESS THAN 12" AND BACKFILLED WITH THE MIX. 2--4' OF HARDWOOD MULCH, AGED WOOD CHIPS, OR SIMILAR MULCH. KEEP MULCH 2"-3" FROM TRUNK. BACKFILL USING APPROVED PLANTING SOIL MIX. WATER TO EIJMINATE AIR POCKETS LEAVE SOIL UNDER BALL UNDISTURBED TO SUPPORT ROOT BALL AND REDUCE SETTLING 1 1/2 - 2 TIMES BALL DIAMETER SHRUB PLANTING DETAIL NTS REMOVE TRANSIT GUARD REMOVE WIRE BASKETS BEFORE TREE IS IN PIT. REMOVE BOTTOM OF BASKET CUTTING HORIZONTALLY. AFTER TREE IS IN PIT REMOVE THE REST OF THE BASKET CUTTING VERTICALLY. 2"-4" OF HARDWOOD MULCH. AGED WOOD CHIPS OR SIMILAR MULCH. KEEP MULCH 2"-3" FROM TRUNK. BACKFILL USING EXISTING SOIL WATER THOROUGHLY TO ELIMINATE AIR POCKETS. NTS Iri® II:.IIIiLII�IIL�I'•—IIIG \/\/\/\ LEAVE SOIL UNDER BALL UNDISTURBED TO SUPPORT ROOT BALL AND REDUCE SETTLING 1 1/2 - 2 TIMES BALL DIAMETER REMOVE TAGS AND LABELS PRUNE ONLY DEAD OR BROKEN BRANCHES AT PLANTING TIME. ROOT COLLAR FLARE: COLLAR SHALL BE LEVEL OR UP TO 1"-2" ABOVE FINISH GRADE. REMOVE ANY EXCESS SOIL TO LOCATE AND EXPOSE ROOT FLARE. SOIL GRADE. SCORE SIDES OF THE PLANTING PIT WALLS. REMOVE TAGS AND LABELS PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS AT PLANTING TIME. BUD GRAFT. ROOT COLLAR FLARE: COLLAR SHALL BE LEVEL OR UP TO 1 "-2" ABOVE FINISH GRADE. REMOVE ANY EXCESS SOIL TO LOCATE AND EXPOSE ROOD FLARE. SOIL GRADE. SCORE SIDES OF THE PLANTING PIT WALLS. 4" X 8" X 2 1/4" PAVERS. SEE PL],kN-_ //��_� FOR PATTERN. ��`\ 1" BITUMINOUS SETTING BED i' V-8" i 00 1 � a � III—III—III= CONCRETE W/FIBROUS REINFORCING =III= = COMPACTED AGGREGATE BASE (#53 INDO9,--_� COMPACTED SUBGRADE _- 9178^SET TOP OF NEW WALK 1" ABOVE LAWN. 1-8" 6'74" 1-8 TOPSOIL AND SEEDED LAWN CURB PAVER WALK SECTION ri0 NTS SYSTEM LENGTH PER PLAN 3�� KS27 I KS28 KS29 KS30 KS900 SLOPED DRAIN CHANNEL CATCH BAST ACO KS100S SERIES SLOPED CHANNELS W/TYPE 445Q ADA STAINLESS STEEL GRATE 6" TYP. 4"1/2" DEPTH SEALANT ON PREFORMED EXPANSION JOINT MATERIAL DRAIN CHANNEL NOTE: BOTTOM SLOPE PER MANUFACTURERS GUIDELINES TRENCH DRAIN DETAIL NTS #4 BAR CONTINUOUS 15" DIA. DRAIN BASIN W/15" SQ. C.I. GRATE CONCRETE SURROUND W/1/2- R. TOOLED EDGES TOPSOIL DEPT PER PLAN BACKFILL MATERIAL SHALL BECR SHE STONE OR GRAVEL MEETING CLASS 1 OR 2 PER ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN COMPACTED 12" UFTS NTS NTS NOT NTS YARD INLET SECTION ET DETAI OR LESS COMPACTED SUBGRADE 9.69" 4,000 PSI FIBROUS REINFORCED CONCRETE. BROOM FINISH SURFACE AND APPLY BROOM COMPOUND TO MATCH ADJACENT SIDEWALK). CAST IRON GRATE PER ASTM A48 - CLASS 30B FINISH W/MANUFACTURER'S STANDARD BLACK PAINT HINGED GRATE COVER W/LOCKING DEVICE -MIN. OF 6" TOP SOIL TO ENSURE GRASS EDGE OF PVMT., DTIII II CURB, GUTTER -III-_ II OR SIMILAR 5111 . = B� "�F"� ¢ • . STRUCTURE lll II , •: III- 12" MIN. "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% I _ STD. PROCTOR DENSITY =III 8" CRUSHED STONE OR I- . _ `:.. f' , ., I I- 4 APPROVED EQUIV. CLASSI I f I,• I I I I I I�I�I lI I I- 1 BEDDING MATERIAL BC HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTA 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1'-0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 2" 2" r 0 RAMP GROOVES � a M TOOLED RIBBING DETECTABLE WARNING SEE CITY STD CURB RAMP DETAILS DETAILS 10-4305 NTS 4" FIBROUS REINFORCED CONCRETE PAVEMENT W/BROOM FINISH & CONTROL JTS. ® 10'-0" O.C. MAX. & EXP. JTS. ® 40'-0" O.C. MAX. SEE DETAIL 01 '4 C300 NOTE: CONTROL JTS. & EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS L ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4" COMPACTED #53 INDOT " CONCRETE PAVEMENT BLDG. FACE 1/2- PREFORMED DRAWN BY: KIRT EXPANSION JT. RLN SEE PLAN FOR SLOPE (SEE DETAIL) 1/2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP LEVEL W/ E W/ 6X6 10110 APPLIED ANTI FINISH FL. W W.F. W/BROOM SPALLING COMPOUND #4 REBAR 20" FINISH SLOPE PER PLAN LONG ® 12" O.C. SEE STIR. PLAN `' '"' •; •' : ;.-'•:; f;�.: FOR CONTIN. ,. `:. 1/2" PREFORMED Il I Ill�ilII Hi - �llllli lll- a °D 00 0, e 6" ' :' iv 4" DRAINAGE FILL d' e. CONTINUOUS TURN DOWN SLAB ALL 9 WELL COMPACTED 3 SIDES 5'-0" SUBSOIL UNLESS OTHERWISE SHOWN ON PLANS) °. Qa a t0 • d' '. e e DRAIN CHANNEL NOTE: BOTTOM SLOPE PER MANUFACTURERS GUIDELINES TRENCH DRAIN DETAIL NTS #4 BAR CONTINUOUS 15" DIA. DRAIN BASIN W/15" SQ. C.I. GRATE CONCRETE SURROUND W/1/2- R. TOOLED EDGES TOPSOIL DEPT PER PLAN BACKFILL MATERIAL SHALL BECR SHE STONE OR GRAVEL MEETING CLASS 1 OR 2 PER ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN COMPACTED 12" UFTS NTS NTS NOT NTS YARD INLET SECTION ET DETAI OR LESS COMPACTED SUBGRADE 9.69" 4,000 PSI FIBROUS REINFORCED CONCRETE. BROOM FINISH SURFACE AND APPLY BROOM COMPOUND TO MATCH ADJACENT SIDEWALK). CAST IRON GRATE PER ASTM A48 - CLASS 30B FINISH W/MANUFACTURER'S STANDARD BLACK PAINT HINGED GRATE COVER W/LOCKING DEVICE -MIN. OF 6" TOP SOIL TO ENSURE GRASS EDGE OF PVMT., DTIII II CURB, GUTTER -III-_ II OR SIMILAR 5111 . = B� "�F"� ¢ • . STRUCTURE lll II , •: III- 12" MIN. "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% I _ STD. PROCTOR DENSITY =III 8" CRUSHED STONE OR I- . _ `:.. f' , ., I I- 4 APPROVED EQUIV. CLASSI I f I,• I I I I I I�I�I lI I I- 1 BEDDING MATERIAL BC HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTA 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1'-0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 2" 2" r 0 RAMP GROOVES � a M TOOLED RIBBING DETECTABLE WARNING SEE CITY STD CURB RAMP DETAILS DETAILS 10-4305 NTS 4" FIBROUS REINFORCED CONCRETE PAVEMENT W/BROOM FINISH & CONTROL JTS. ® 10'-0" O.C. MAX. & EXP. JTS. ® 40'-0" O.C. MAX. SEE DETAIL 01 '4 C300 NOTE: CONTROL JTS. & EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS L ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4" COMPACTED #53 INDOT " CONCRETE PAVEMENT BLDG. FACE 1/2- PREFORMED DRAWN BY: KIRT EXPANSION JT. RLN SEE PLAN FOR SLOPE (SEE DETAIL) 1/2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP LEVEL W/ E W/ 6X6 10110 APPLIED ANTI FINISH FL. W W.F. W/BROOM SPALLING COMPOUND #4 REBAR 20" FINISH SLOPE PER PLAN LONG ® 12" O.C. SEE STIR. PLAN `' '"' •; •' : ;.-'•:; f;�.: FOR CONTIN. ,. `:. 1/2" PREFORMED Il I Ill�ilII Hi - �llllli lll- a °D 00 EXXPANSION JT. (SEE DETAIL) 6" ' :' iv 4" DRAINAGE FILL CONTINUOUS TURN DOWN SLAB ALL 6" WELL COMPACTED 3 SIDES 5'-0" SUBSOIL UNLESS OTHERWISE SHOWN ON PLANS) NTS EXPANSION JT. SEE DETAIL 01 C300 90' UNLESS) OTHERWISE INDICATED NTS TOOLED EDGE 1/2" PREFORM EXPANSION JT. CONC. PVMT.. NTS CONTROL JT. SEE DETAIL 04 C300IF ION JOINT DETA -BROOM FINISH ACROSS -DIRECTION OF TRAVEL UNLESS NOTED OTHERWISE STEEL TROWEL FINISH TOOLED EDGE SELF LEVELING SEALANT BUILDING FACE OR CONCRETE PVMT. EXTEND JT. MATERIAL TO BOTTOM OF PVMT. OWNER: O O N U � M O U.) "t Q � q- m Z Z M 6 a —�5 0 n LL co <00 X CL 0 U)Q� oZL? roof` ^zLO -n M J W H U z Z - 0 a W z a V U <� Ch ■■N■ ■NOMEN I II DEVELOPER: I \SP�ODjf/ N. Q_ PE10910604 W -� STATE OF �NDI ANP. °�\\\ 4N Al T EI o 0" CERTIFIED BY ch J W 13 W 10.03.2013 J W q' N cc 000 Z w J W W C) VV . ALL > U. ao M SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DATE: OCT. 03, 2013 DRAWN BY: KIRT CHK'D BY: RLN JOB NO. 01208 REVISIONS DRAWING NUMBER: C300 PROJECT NUMBER: 01206 1.25" 1" II SLV I 2"SLV I IlExistin( SLV _ Existing 2"Bore SLV 1 1 1 2 7 1 IRRIGATION PIPE AND EQUIPMENT SHOWN OUTSIDE OF TURF AREA FOR CLARITY ONLY. THIS IRRIGATION DESIGN IS DIAGRAMMATIC. ACTUAL LAYOUT OF PIPING SHALL NOT INTERFERE WITH LANDSCAPING, 1.2511 3 1 0 0 0 \1�/ EOXTEIOON R OF BUILDING 5 1 2 SLV I\AJ ©® 2"SLV M 2"SLV 1.25" 2"SLV lr_4� 5 - rExistingExisting `6 I1.25" 1.25" SLV Existin �p•O•C• 1.2 ISLV p ❑ RRIGATION PLAN �` SCALE: 1 "=20'-0" 0 Z 20' 0' 20' 40' 60' SCALE: 1" = 20'-0" LEGEND DESCRIPTION �PPROVED MANUFACTURERS o o Imo- O Multi -Stream Turf Rotor Rain Bird 1804 -SAM P45- Rotator -PC** - - - --- _ K -Rain 78004 -Pro -S -PR -CV MP Rotator -PC** ©Multi -Stream Turf Rotor Rain Bird 1804 -SAM P45 Rain 78004 -Pro -S -PR -CV D Rotator- E ST/SST** I MP Rotator- EST/SST** emote_ ontrol Valves Rain Bird_100 PGA Series K --Rain Pro Series 100 ©1 Controller - ain Bird ESP12-LXME Modular RAIN BIRD XCZ-075-PRF OR ®--Rain Sensor , Rain Bird WR2-RC Hydro -Rain HRC SOURCES OF ELECTRICAL INTERFERENCE Backflow Preventer _�_ilkins 720A 1" PVB Apollo APPBV1 ® Meter 1 Meter Q„ Quick Couple Valve --- Rain Bird 5RC COMMUNICAT ION RANGE. PTA p Remote Control Valves n -..,.I:.... -_ - -- Rain Bird XCZ-100-_PRF (LF as required) n r,• .;�.-. _ - - --_- - viw �• �N�•� ��+ r man I uII u 1" 200 PSI SDR 21 PVC Lateral Pipe 1.25" —- - - - 200 PSI SDR 21 PVC Mainline Pipe — i Irrigation Design Source 116 SHADOWLAWN DRIVE FISHERS, IN 46038 (317) 585-0167 www.irrigationdesignsource.com # OF ZONE ? GPM VALVE SIZE jMEMBER .& THE IRRICA110N ASSHCIA110N AUTOMATIC IRRIGATION S U P P L Y C O Y P A N Y 116 SHADOWLAWN DRIVE FISHERS, IN 46038 317/842-3123 800/842-3911 Fax 317/845-0977 www.outomaUcirTigation.com ** Multi -Stream Rotors (8'-15') provide appropriate nozzle selection and adjustment to provide 100% coverage as they exist on site. GENERAL IRRIGATION NOTES: 1. This irrigation design is diagrammatic. Actual layout of piping, sprinkler heads, valves, controllers and related equipment shall be determined on site. Minor field adjustments shall be made at no additional cost to the Owner. 2. It is the responsibility of the irrigation contractor to be familiar with all grades difference, locations of walls, structures and utilities and make the necessary adjustments to accommodate the irrigation system as designed. Do not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grades or dimensions exist that might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event that this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions and cost necessary. 3. The irrigation system design is based on running irrigation zones at a minimum operating pressure of 55psi @ the p.o.c. and a maximum flow demand of 7gpm. The irrigation contractor shall verify water pressures prior to construction. Report differences between requirements and actual readings to the Owner's authorized representative. 4. The Owner shall provide 120V -AC power source at the controller location. The irrigation contractor shall make the final connection from the electrical source to the controller. 5. A Rain Sensor shall be installed in the vicinity of the controller. Coordinate mounting location with the Owner. 6. Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per local codes. 7. Final location of the backflow preventer and the automatic controller shall be approved by the Owner's representative per local codes. 8. A quick coupling valve shall be located at the irrigation water supply point of connection to provide for a point of injection of compressed air to purge the system of retained water for winterization. 9. Pipe size shall conform to those shown on drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions for larger sizes may be approved. Minimum pipe shall be 1". 10. All pipe and communication wire under hard surfaces shall be placed in separate sleeving. All wire shall run, whenever possible with the mainline. 11. All lateral zones shall be connected to the mainline with PVC pipe and sized as follows: 1" Class 200=0-17gpm 12. All sprinkler heads shall be set perpendicular and flush to finish grade and with a clearance of 2" (min.) from the edge of any hardscape unless otherwise specified. 13. All sprinkler heads and valves shall be flushed and adjusted for optimum coverage with minimum over spray on hardscapes or buildings. 14. All irrigation equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 15. Refer to the specifications for additional detailed information. SEE WIRING DETAIL RED OR BLACK WIRES TO HERE J GREEN OR WHITE WIRES TO HERE 0 0 WIRING DETAIL RAIN BIRD WR2 WIRELESS SENSOR CONTROLLER OUTDOOR WALL INTERFACE SENSOR & BRACKET CABLE HARNESS FOR CONTROLLER INTERFACE (30" MAXIMUM) 1 -INCH PVC SCH 40 CONDUIT AND FITTINGS FOR VALVE WIRES GROUND WIRE TO GROUNDING GRID JUNCTION BOX 1/2 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY IRRIGATION CONTROLLER AND WIRELESS RAIN SENSOR WILKINS PRESSURE VACCUM BREAKER GALVANIZED OR COPPER ELL GALVANIZED OR BRASS UNION GALVANIZED OR COPPER PIPE FINISH GRADE MINIMUM —MAINLINE GALVANIZED OR PVC ELL NOTE: INSTALL 12" ABOVE HIGHEST HEAD PER MANUFACTURER'S RECOMMENDATIONS INSULATE PER LOCAL CODES BACKFLOW PREVENTER-PVB MANUAL LINE FLUSHING VALVE PLUMBED TO PVC IN 6" VALVE BOX DRIPLINE START CONNECTION MALE ADAPTER PVC HEADER PVC HEADER DRIPLINE START CONNECTION REMOTE CONTROL VALVE KIT IN VALVE BOX AREA PERIMETER DRIPLINE TUBING PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE TYPICAL LAYOUT SNAP-TITE WIRE CONNECTORS AND EXPANSION COILS, 10 WRAPS AROUND 1/2" PIPE DURABLE WEATHER RESISTANT PLASTIC VALVE WITH EXTENSIONS IF NECESSARY INSTALL VALVE BOX 1/2" ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS FINISH GRADE REMOTE CONTROL VALVE SIZE PER SPECIFICATION GLOBE/ANGLE CONFIG. PVC ELL 4" PEA GRAVEL BASE MAINLINE WITH PVC TEE OR ELL �- VALVE WIRE FROM CONTROLLER COMMON WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVE AND ON TO NEXT VALVE REMOTE CONTROL VALVE FINISH GRADE PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) 30 -INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION ID TAG VALVE BOX WITH COVER I PVC SCH 40 F ADAPTER o o LATERAL PIPE NOTES: RLN JOB NO. 1, FOR BEST PERFORMANCE, THE CONTROLLER 3 -INCH MINIMUM DEPTH INTERFACE SHOULD BE INSTALLED AT LEAST OF 3/4 -INCH WASHED PVC SCH 80 NIPPLE FIVE FEET ABOVE THE GROUND. (2 -INCH LENGTH, CONTROL ZONE KIT: 2, IT IS RECOMMENDED THAT THE CONTROLLER RAIN BIRD XCZ-075-PRF OR SCH 40 ELL INTERFACE BE INSTALLED AWAY FROM PVC SCH 40 TEE OR ELL BIRD XCZ-100-PRF AS REQUIRED BY SOURCES OF ELECTRICAL INTERFERENCE GPM (INCLUDES VALVE AND PVC MAINLINE (SUCH AS TRANSFORMERS. GENERATORS. PUMPS.. FANS. ELECTRICAL METER BOXES) AND METAL OBJECTS TO MAXIMIZE COMMUNICAT ION RANGE. 3. SENSOR SHOULD BE MOUNTED IN AN OPEN AREA, ON A BUILDING OR POST. DO NOT MOUNT UNDER TREES OR IN AREAS EFFECTED BY THE IRRIGATION SYSTEM. RED OR BLACK WIRES TO HERE J GREEN OR WHITE WIRES TO HERE 0 0 WIRING DETAIL RAIN BIRD WR2 WIRELESS SENSOR CONTROLLER OUTDOOR WALL INTERFACE SENSOR & BRACKET CABLE HARNESS FOR CONTROLLER INTERFACE (30" MAXIMUM) 1 -INCH PVC SCH 40 CONDUIT AND FITTINGS FOR VALVE WIRES GROUND WIRE TO GROUNDING GRID JUNCTION BOX 1/2 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY IRRIGATION CONTROLLER AND WIRELESS RAIN SENSOR WILKINS PRESSURE VACCUM BREAKER GALVANIZED OR COPPER ELL GALVANIZED OR BRASS UNION GALVANIZED OR COPPER PIPE FINISH GRADE MINIMUM —MAINLINE GALVANIZED OR PVC ELL NOTE: INSTALL 12" ABOVE HIGHEST HEAD PER MANUFACTURER'S RECOMMENDATIONS INSULATE PER LOCAL CODES BACKFLOW PREVENTER-PVB MANUAL LINE FLUSHING VALVE PLUMBED TO PVC IN 6" VALVE BOX DRIPLINE START CONNECTION MALE ADAPTER PVC HEADER PVC HEADER DRIPLINE START CONNECTION REMOTE CONTROL VALVE KIT IN VALVE BOX AREA PERIMETER DRIPLINE TUBING PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE TYPICAL LAYOUT SNAP-TITE WIRE CONNECTORS AND EXPANSION COILS, 10 WRAPS AROUND 1/2" PIPE DURABLE WEATHER RESISTANT PLASTIC VALVE WITH EXTENSIONS IF NECESSARY INSTALL VALVE BOX 1/2" ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS FINISH GRADE REMOTE CONTROL VALVE SIZE PER SPECIFICATION GLOBE/ANGLE CONFIG. PVC ELL 4" PEA GRAVEL BASE MAINLINE WITH PVC TEE OR ELL �- VALVE WIRE FROM CONTROLLER COMMON WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVE AND ON TO NEXT VALVE REMOTE CONTROL VALVE FINISH GRADE PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) 30 -INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION ID TAG VALVE BOX WITH COVER I DRIP REMOTE CONTROL VALVE ROTARY NOZZLE FINISH GRADE SPRINKLER HEAD PVC FLEX HOSE OR SWING PIPE PVC STREET ELL OR MALE BARBED ELBOW LATERAL LINE WITH PVC TEE OR ELL _ PVC STREET ELL OR MALE BARBED ELBOW MULTI -STREAM TURF ROTOR 10" DURABLE WEATHER RESISTANT PLASTIC VALVE BOX WITH EXTENSIONS IF NECESSARY QUICK COUPLER VALVE INSTALL VALVE BOX 1/2" ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS FINISH GRADE 1" PVC CLASS 200 SDR21 PIPE 24" IN LENGTH 4" PEA GRAVEL BASE LASCO SNAP-LOK SWING JOINT WITH MALE BRASS STABILIZER ELBOW MAINLINE WITH PVC TEE OR ELL 3/8" REBAR IN STABILIZING LUGS QUICK COUPLER VALVE Know what's below. 0111 before you dig. Within Indiana CaH 811 or 800-382-5544 24 Hours a Day, 7 Days a Week. PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. OWNER: Z o E O 010, N U C?O— F¢-Lpv.c fn N Ln CL ZZco J w III :i 2:0 C) U) a - Lo 0 Z LO 04 Q I: r-ZLn _ r_: M J w i u Z: Z_ - O C1. UJ cc z� LU QV v� D_ <1. II DEVELOPER: CERTIFIED BY J W .a VQV ~Z W W V) Vv . a U. a a0 co SCOPE DRAWINGS: Those dramkge ildcde Un gonad mope of the p0jsd in temu of wditectrrd design except, tlu dnaneimro of Uu k" g, Ow me* ardwWasal W merdm and u» tyP. of etnrchraL mocha icd and elsetricdrobim do work requr far f pMormmc andC0.9wim dof ee110 d ."Aarrur14 of the Contrail. On the bomb d the gourd mope in6caEed or deemUd• the trade =&otam ehd furnish d Un mWW for Uu Proper aawdx and cmViox of ft work. - DATE: PVC SCH 40 F ADAPTER o o LATERAL PIPE 0 RLN JOB NO. BRICK (1 OF 4) 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED PVC SCH 80 NIPPLE GRAVEL (2 -INCH LENGTH, CONTROL ZONE KIT: HIDDEN AND PVC RAIN BIRD XCZ-075-PRF OR SCH 40 ELL RAIN BIRD XCZ-LF-100-PRF OR RAIN PVC SCH 40 TEE OR ELL BIRD XCZ-100-PRF AS REQUIRED BY GPM (INCLUDES VALVE AND PVC MAINLINE PRESSURE REG. FILTER DRIP REMOTE CONTROL VALVE ROTARY NOZZLE FINISH GRADE SPRINKLER HEAD PVC FLEX HOSE OR SWING PIPE PVC STREET ELL OR MALE BARBED ELBOW LATERAL LINE WITH PVC TEE OR ELL _ PVC STREET ELL OR MALE BARBED ELBOW MULTI -STREAM TURF ROTOR 10" DURABLE WEATHER RESISTANT PLASTIC VALVE BOX WITH EXTENSIONS IF NECESSARY QUICK COUPLER VALVE INSTALL VALVE BOX 1/2" ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS FINISH GRADE 1" PVC CLASS 200 SDR21 PIPE 24" IN LENGTH 4" PEA GRAVEL BASE LASCO SNAP-LOK SWING JOINT WITH MALE BRASS STABILIZER ELBOW MAINLINE WITH PVC TEE OR ELL 3/8" REBAR IN STABILIZING LUGS QUICK COUPLER VALVE Know what's below. 0111 before you dig. Within Indiana CaH 811 or 800-382-5544 24 Hours a Day, 7 Days a Week. PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. OWNER: Z o E O 010, N U C?O— F¢-Lpv.c fn N Ln CL ZZco J w III :i 2:0 C) U) a - Lo 0 Z LO 04 Q I: r-ZLn _ r_: M J w i u Z: Z_ - O C1. UJ cc z� LU QV v� D_ <1. II DEVELOPER: CERTIFIED BY J W .a VQV ~Z W W V) Vv . a U. a a0 co SCOPE DRAWINGS: Those dramkge ildcde Un gonad mope of the p0jsd in temu of wditectrrd design except, tlu dnaneimro of Uu k" g, Ow me* ardwWasal W merdm and u» tyP. of etnrchraL mocha icd and elsetricdrobim do work requr far f pMormmc andC0.9wim dof ee110 d ."Aarrur14 of the Contrail. On the bomb d the gourd mope in6caEed or deemUd• the trade =&otam ehd furnish d Un mWW for Uu Proper aawdx and cmViox of ft work. - DATE: OCT. 03, 2013 DRAWN BY: RflRT CHK'D BY: RLN JOB NO. 01208 REVISIONS DRAWING NUMBER: C400 PROJECT NUMBER: 01206 CONSTRUCTION PLANS FOR "I P A R C 7C == 9 3RD AVENUE SOUTHWEST,CARMEL, INDIANA 46032 REFERENCE MAPS: LOCATION MAP NTS 0 1 01� 1.0 M IR A III I� VICINITY MAP NTS C';`AwKwqkMEL Ro"ELD"'EVELOPMENT WILLIAM HAMMER DAVID BOWERS BRADLEY MEYER JEFF WORRELL CAROLYN ANKER GREGORY PHILLIPS LES OLDS, AIA PRESIDENT VICE PRESIDENT SECRETARY COMMISSIONER COMMISSIONER COMMISSIONER EXECUTIVE DIRECTOR DESCRIPTION OF WORK: THIS PROJECT IS THE SITE WORK FOR NEW LOFT LIVING UNITS ATTACHED TO THE EAST SIDE OF THE EXISTING PARKING GARAGE ADJACENT TO THE MONON TRAIL C ZONING MAP NTS ZONING C-1, COMMERCIAL DISTRICT K(01IIS III 1 WATER/SANITARY SEWER Vectren Energy Carmel City Utilities 1600 Allisonville Road € 7fsf��3E i Carmel, IN 46074 6214 9 36�j3 ELECTRIC CABLE TELEVISION 39.58' OT. 5' A56th St _.:_ z BDCk r t�$?P� : E 9bENt Indianapolis, Indiana 46218 $ y.��Laavrence STREETS/STORM SEWER CALL BEFORE U -DIG Carmel Department of Engineering EAIBYfliO, \ 'E'aggj LYr$>ak Tilita �`\, . K. -1 _�.. Carmel, IN 46032 VICINITY MAP NTS C';`AwKwqkMEL Ro"ELD"'EVELOPMENT WILLIAM HAMMER DAVID BOWERS BRADLEY MEYER JEFF WORRELL CAROLYN ANKER GREGORY PHILLIPS LES OLDS, AIA PRESIDENT VICE PRESIDENT SECRETARY COMMISSIONER COMMISSIONER COMMISSIONER EXECUTIVE DIRECTOR DESCRIPTION OF WORK: THIS PROJECT IS THE SITE WORK FOR NEW LOFT LIVING UNITS ATTACHED TO THE EAST SIDE OF THE EXISTING PARKING GARAGE ADJACENT TO THE MONON TRAIL C ZONING MAP NTS ZONING C-1, COMMERCIAL DISTRICT K(01IIS III 1 Panel #209 of 290 18057CO209F February 19, 2003 OPERATING AUTHORITIES: GAS WATER/SANITARY SEWER Vectren Energy Carmel City Utilities 1600 Allisonville Road 86°OT'30' Noblesville, IN 46060 Carmel, IN 46074 (317) 776-5597 (317) 571-2648 ELECTRIC CABLE TELEVISION 39.58' OT. 5' Bright House Networks 100 S. Mill Creek Road 3030 Roosevelt Avenue Noblesville, Indiana 46060 Indianapolis, Indiana 46218 (317) 581-3048 (317) 632-9077 STREETS/STORM SEWER CALL BEFORE U -DIG Carmel Department of Engineering Indiana Underground Plant Protection SITE PO Box 50392 Carmel, IN 46032 Indianapolis, Indiana 46250 (317) 571-2441 (800) 382-5544 TELEPHONE AT & T 5858 North College Avenue a Indianapolis, IN 46220 (317) 252-4274 OR LU CRADLE NAPPANEE OR � O City of D m Carmel ] SHOSHONE DR 180081 y'(7 EXECUTIVE DR PROF' PO 'S � 11 CST} CARMEL DR LIMIT OF C7 DETAILED STUDY p GABLES END Cf rani MEDICAL DR OSEMEADE DR ZONE X ss g F.I.R.M. MAP NTS Panel #209 of 290 18057CO209F February 19, 2003 OPERATING AUTHORITIES: GAS WATER/SANITARY SEWER Vectren Energy Carmel City Utilities 1600 Allisonville Road 3400 West 131st Street Noblesville, IN 46060 Carmel, IN 46074 (317) 776-5597 (317) 571-2648 ELECTRIC CABLE TELEVISION Duke Energy Bright House Networks 100 S. Mill Creek Road 3030 Roosevelt Avenue Noblesville, Indiana 46060 Indianapolis, Indiana 46218 (317) 581-3048 (317) 632-9077 STREETS/STORM SEWER CALL BEFORE U -DIG Carmel Department of Engineering Indiana Underground Plant Protection One Civic Square PO Box 50392 Carmel, IN 46032 Indianapolis, Indiana 46250 (317) 571-2441 (800) 382-5544 TELEPHONE AT & T 5858 North College Avenue Indianapolis, IN 46220 (317) 252-4274 OWNER: Carmel Redevelopment Commision One Civic Square Carmel, Indiana 46032 (317) 571-2492 Phone SHEET INDEX: C000 SITE COVER SHEET 1 of 1 TOPOGRAPHIC SURVEY C100 SITE LAYOUT AND GRADING/DRAINAGE PLANS C200 SITE DEMOLITION AND EROSION CONTROL PLANS C300 SITE DETAILS SURVEY: CENTRAL STATES CONSULTING, LLC 23—B North Green Street Brownsburg, Indiana 46112 (317) 858-8662 Phone (317) 858-8672 Fax CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT—OF—WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT—OF—WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE—CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT—OF—WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. Know what's below. Call before you dig. Within Indiana Call 811 or 800-382-5544 24 Hours o Day, 7 Days o Week. PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. OWNER: O3 N U � M O Co " .0 (n N Lo a W � Z Z xM Ui Q 7 0—. LL. 00 0 � Q Lo CD Z LO (0Qr-: ~z� M J W H NONE ■11111011111111111111■ II DEVELOPER: II M-- PE10910604 Z\ STATE OF �J►••'•�NDI ANP.°�\� s, A CERTIFIED BY 10/03/13 W W W O V SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, thetrade contractors shall furnish all items required for the proper execution and completion of the work. DATE: OCT. 03, 2013 DRAWN BY: KIRT CHK'D BY: RLN JOB NO. 2012.02088 REVISIONS DRAWING NUMBER: C000 PROJECT NUMBER: 01209 SITUATION SURVEY ADJOINER: I I a o I I I,m I I THE BALANCE OF THE PROPERTY OF ;I I ��.- THE CITY OF CARMEL REDEVELOPMENT AUTHORITY u; I I .:, I ' F. I INST. #200600039104 a'' V. \� 829.7 I I ' \ CARMEL CIT "PART OF PARCELS 76 & 7C" II 1 I i INST. #2C M City Center District Zoning 1 1 R 833.14, TRA(C-1 I • I " rc„ 7 P STR. = 8$0.79 :� I I •� 1 I I DRAINAGE MANHOLE .. N TOR = 833.00 INV. N = 826.02 l :3FO II L C . IC MH `, INV, E = 826.37 RAI 4AC. E $40 HOLE To ; 833:14 INV. SW = 825.83 OR =3X.9(I 8" Concrete INV. N 26 80 Foundation Wall INV. S 26 8 c I ANHOLE DRAINAGE MANHOLE-----, INV. INV. E 26. NW = 82 Irm I W'. I c TOR = 832.82 INV. SE = 827.14 I ' . .96 ".F�CP 1 (10" PVC) NAGE : ,,,,-3 ( urird)ll (Buried) DRAINAGE MANHOLE TOR = 832.37 INV. SE = 827.67 I i I I 1 m / �IG,Q (8" PVC) TOR �- 833.30 INV. NE = 824.90 _ p I :..,k.: SOUTH LINE PARCEL 7B & NORTH LINE PARCEL 7C S 89`59'31 " W - 355.56' (M) Li (brick) ADJOINER: PARCEL 7-C-2 WELLS FARGO BANK, N.A. AS TRUSTEE OF THE CITY OF CARMEL REDEVELOPMENT COMMISSION INST. #2010005062 C-1 City Center District Zoning 42„ CP `c^ I - - - - ,\ WTR `� i I \: I I ETPy Ducts `' (dirt & stone) i,. I C:' m m �. W I I M (brlck walk)ncre#e IWO/pq k V,: I `i SC TB #1 -' I c c POINT OF BEGINNING FEv. 85.86 I I I 3.098 ACRES± (M) (134,938.9 SQ.. FT.)"- REBAR SET I I I I F.F.E. = 833.5± I 30 0 15 30 I `1 I I I ( IN FEET ) I I! I I 1 inch = 30 ft. MAT (p Crete twlk) �• I -' ETP y Ducts F.F.E. = 833.5± OVERHEAD BUILDING \" I I I I m m "I I I 4\ �` 10' DOOR 8" Concrete Foundation Wall ADJ O I N ER: PARCEL 7-C-3 WELLS FARGO BANK, N.A. AS TRUSTEE OF THE CITY OF CARMEL REDEVELOPMENT COMMISSION INST. #2010005062 1 C-1 City Center District Zoning F.F.E. = 833.5±-, 4 3 -STORY MASONRY PARKING GARAGE 10' DOOR ' (UNDER CONSTRUCTION) (stoned 4 �\ I I I m m 42 CP -C CN W I I ° I I SITE: Iv I I c- CARMEL CITY CENTER, LLC �I I z INST. #200600057:934 �I TRACT #5C 10 1 NhI \ CPP- 3.89! PP 3.89 m m ' I f ( (dirt & stone) 4 ErLDints I, Donald R. Mosson, a registered land surveyor in the State of Indiana, do hereby certify that to the best of my knowledge and belief, this is a true and correct topographic survey of Parcel 7C in Carmel, Indiana. I further certify that this survey was performed under my direct supervision on November 30, 2011 and was performed in accordance with the requirements of Rule 12 of the "MINIMUM STANDARDS FOR COMPETENT PRACTICES OF LAND SURVEYING" as prescribed by Indiana Administrative Code 865, 1.1-12. Dated: December 2, 2011 Signed: �O fix? --, Professional an Surveyor No. 9600013 \ST"'- •k9 No. ':Z= * : 9600013 :OF '�♦ �y,� .DI AN..�p SUR\J REVISED 12/16/2011 UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. VERTICAL DATUM: ACE TBM #31 ELEV. 837.68 (1929 NVD) A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEET± NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEET± WEST OF RANGE LINE ROAD, 5 FEET± EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD) A CUT "X" IN THE NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S PARK. CSC TBM #31-1 ELEVATION 835.87 CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END OF THE FIRE/POLICE HEADQUARTERS PARKING LOT. ACE TBM #71 ELEV. 839.60 A CHISELED "X" ON THE NORTH BOLT OF FIRE HYDRANT. WEST SIDE OF RANGELINE ROAD AND 650'± SOUTH OF CITY CENTER DRIVE. CSC TBM #1 ELEVATION 835.86 A CUT "X" IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF SITE VICINITY MAP NOT TO SCALE ;I I ��.- , L• I I 12" CP I I I I V. \� 829.7 I I I I I I `, ECTRIC MH 1 1 R 833.14, • I " rc„ 7 P STR. = 8$0.79 DRAINAGE MANHOLE TOR = 833.00 INV. N = 826.02 ,� RCP I L C . IC MH `, INV, E = 826.37 A(slone) To ; 833:14 INV. SW = 825.83 I TO ,R. = 830.79 I v 8" Concrete Foundation Wall 18" RCP Stub-OutC30 Plan) RPP I\ 30"RCP(Per INV. = 8\26.53' I m m ':MANHOLE DRAINAGE MANHOLE NAGE : (Buried) (Buried) I TOR = 831 80 / �IG,Q '` I TOR �- 833.30 INV. NE = 824.90 _ p I :..,k.: I I I INV. S&W = 825.05¢4" RCP) -. INV, S = 825.00 5„ PVCc INV. NW = 825.38 8" PVC) \ TOP OF WEIR S = 826.33 INV. W = 825.10 t AQU SWI L, c\^ LE' 1 I 1 (All Per Plan) DRAINAGE MANHOLE TOR 832.I I I I INV. SE =824.95 I- I m 54" CMP Chamber„ DRAINAGE MANHOLE= ... INV. 1= 81 TOR = 831.40 (Buried) I I I INV. = 824.40 NHQI.E_ TSR _.U3 INV. N =82545 :' I I ' - T R - 32.60 0 I I �_ A D J O I N E R: INV. W= 825.40 / '" �- (All Per. ? �. I V. 25.14 I I T " - -I DRAIN GE MANHOLE H R 0 F ISE CARMEL CITY CENTER COMMUNITY / \ ,.. <., , I,i THE CIT'YCEO� TOf 832.26 CARMEL ANA ' DEVELOPMENT CORPORATION ;� ; i IN I "`iNv. = s2a.81 S #200200025738, INST. #2010005056 C-1 City Center District Zoning �_ _ \` £:�t *; 6' temporar �chgin link 1 3'x7' Box Culvert r ` W \ (concrete walk) TOP = 3 .81 8 0 i 4 a GE INLET �MH S 89° 12' 13" W - 380.93' (M) INV. = 827.21> 15' DRAINAGE & UTILITY EASEMENT _ - �� ` - 91F �: r ^ �. \P'` I \ I \ - _ 0 - = - - - RAINAGIE :._: . - T.OR 831.01- --... T R = 832.80 .: 8371 T E ., E OE - - - - = 0 T er st 200200QQ --0E------0E------0E------0E- ---� 0- -- 8 OE - v� .. ": L (stone) 3'x7Box ICuI erf 12 CMP ^ d 2 \\`` 2 ' \ -----iir------?�F T.��--�-m i u : �" v°i I TOP 839.7 r 0 i~ 2" \ 1 0 I INV. 82 .1 v ` � dw r • L� DRAINAGE Ek H I. AINAGE # AtiH � O L - -- - -'- �- - - 54 CMP Chamber \ :: ` \' I ' y T 72 I I OR = 832 Pod 2 PROPOSED TOR = 831.36 " :b I I I 1• I 1 I park 3\' PIPING INV. = 824.40 I I 2 ADJOINER. I CRADLES II, LLP L I I ' - :: - ere - ^> .----..... INST. 200200000157 # One -Story -' I ` _ ,: ----- :`' ti. (asphalt Curb (typica s�-' ) Masonry l i I a.I. --::: Finish Floor = 832.92 RE ENTIONUSYSTEM` (g ass)' I I / ('PER A-L.AN) T n - >_ a a:- t yark 5 p r ----- . ` - __ .. - I, Donald R. Mosson, a registered land surveyor in the State of Indiana, do hereby certify that to the best of my knowledge and belief, this is a true and correct topographic survey of Parcel 7C in Carmel, Indiana. I further certify that this survey was performed under my direct supervision on November 30, 2011 and was performed in accordance with the requirements of Rule 12 of the "MINIMUM STANDARDS FOR COMPETENT PRACTICES OF LAND SURVEYING" as prescribed by Indiana Administrative Code 865, 1.1-12. Dated: December 2, 2011 Signed: �O fix? --, Professional an Surveyor No. 9600013 \ST"'- •k9 No. ':Z= * : 9600013 :OF '�♦ �y,� .DI AN..�p SUR\J REVISED 12/16/2011 UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. VERTICAL DATUM: ACE TBM #31 ELEV. 837.68 (1929 NVD) A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEET± NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEET± WEST OF RANGE LINE ROAD, 5 FEET± EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD) A CUT "X" IN THE NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S PARK. CSC TBM #31-1 ELEVATION 835.87 CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END OF THE FIRE/POLICE HEADQUARTERS PARKING LOT. ACE TBM #71 ELEV. 839.60 A CHISELED "X" ON THE NORTH BOLT OF FIRE HYDRANT. WEST SIDE OF RANGELINE ROAD AND 650'± SOUTH OF CITY CENTER DRIVE. CSC TBM #1 ELEVATION 835.86 A CUT "X" IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF SITE VICINITY MAP NOT TO SCALE 1. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO DOM AREAS AS NECESSARY. 2. PROVIDE POSiiK DRAINAGE N ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SWILL TEST ALL PAVED AREAS FOR BIRD BATH CONDiTONS BY FLOODING THE ENTIRE PAVEMENT AREA WiTH WATER AND MARIONG THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. COMM SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SWILL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FELD DIMENSIONS AND B&AMIS DURING THE ENTIRE CONSTRUCTION SCHEDULE. F ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SWILL CONTACT THE A/E MEDIATELY. IF MY DISICIREPANCIES FOUND ON THE SURVEY PIAN OR ACTUAL MELD CONDITIONS THE CONTRACTOR SWILL CONTACT THE A/E MEDIATELY FOR 4. ALL CONCRETE CURBS SHALL DE TOOLED FOR CONTROL JOINTS AND NOT M EXCEED 10'-0' MAXIMUM. EXPANSION JOINTS SHALL NOT EXCEED 40'-0' MAXMUM. CONTROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 5. ALL DIMENSIONS OF PAVEMENT'S ARE TO THE EDGE OF PAVEMENT OR FAGS OF CURB UNLESS OTHERWISE NOTED. 6. iT SAL BE THE RESPONSIBILITY CF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILiTES, PRIVATE OR PUBLIC, OR OTHERWISE. R FURTHER SHALL BE THE RESPONSBILiTY OF THE CONTRACTOR TO VERIFY WiTH EACH UTILITY COMPANY AND CAR AGENT WHOSE RESPONSIBILITY iT S TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY DOM OR PROPOSED. R FURTHER SWILL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY F ANY FUTURE UTILIiIES ARE PLANNED AND HOW R MAY EFFECT THIS PROJECT AND iT'S OWNER AS TO THEIR FUTURE RESPONNSIBIIilES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AMROMOBN.E AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAI, STATE, COUNTY, CITY OR LOCAL AGENCIES. 8. ALL CONSRICTIIDN METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECFiCATIONS OF THE FEDERAL, STATE, COUNTY, CiTY OR LOCAL REWREMENi'S, WHICHEVER WITS JURISDICTION. 9. THE UTILiTI=S INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTLiTES PRESENT ON TWD AROUND THIS SiTE THE LOCATION AND SIZE CF THESE UTILITIES MAY BE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E MD MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HID LIABLE FOR ANY INCORRECT OR M ISLFJADINNG UTILITY INFORMATION NOTED, IMPLIED OR NOT INDICATED ON THESE PLANS. 10. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 11. ALL AREAS WHERE THE DEW PAVEMENT OR PAVEMENT'S ARE DAMAGED DURING CONSTRUG,"TION FROM HEAVY EQUIPMENT, FUEL CML, OI„ GASOLINE ETC, BY THE GENERAL CONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED M iT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAI, STATE, COUNTY, CITY OR LOCAL AGENCIES, AND TO THE SATISFACTION OF THESE AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SWILL TACE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 12. ALL 4' CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4' SLOPE PER FOOL CONTROL JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER. EXPANSION JOINTS SWILL. NOT EXCEED 40'-0' MMIMI ON COW UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. 13. ALL DONS ARE PAR41 EL MO PERPENDICULAR TO THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS OTHERWISE ISE NNOTED. i. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OiFERWISE NOTED. SEE LANDSCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTNrG UTILITIES PRESENT ON AND AROUND THIS SiTE THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SRW. NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING DING UTILITY INFORMATION NOTED, APPLIED OR NOT INDICATED ON THESE PIANS. & ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND DOM UTILITY LINES AND EQUIPMENT. ACR1N. FIELD LOCATIONS OF ALL THE OEM UTUTES ARE THE CONTRACTORS RESPONSISLTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE unm COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MIiIMIUM COVER REQUREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT WAS JURSDOON SO NOT TO CAUSE DAMAGE 4. iT S THE CONTRACIIOWS RESPONSIBILITY TO NOTIFY ALL THE UTIlTY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION S M START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON ME. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER DOM UiILIiFS, THE CONTRACTOR MUST NOTIFY THE UTIITY COMPANY SO A 8840 MATNE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURNG THE EXCAVA110K 5. TRENCHES FOR ALL UTIITES SHALL BE BACK m COMPLETELY WiiH APPROVED ENGIEERED GRANULAR MATERIAL WITHIN THE RRIT-OF-WAY BACKFILL MUST MEET CiTY SUNDAIM SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. & ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL NI. HEAVY CONSTRUCTIIDN AND EQUIPMENT TRAFFIC MAY MATE GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TMENN DURING THE ENTIRE CONSTRUCTIOIN SCHEDULE M ALLEWATE SUCH DAMAGE 9. OEM PAVEMENT, SDEWALICS CURBS DRIVEWAYS, ELECTRICAL. TRANSFORMERS AND PADS, DITCHES, DRAINAGE PiPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGHS, POWER POLES ETC:., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSML110N SHALL BE RESTORED, OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIRORIGINAL COHOno OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 10. iT S THE RESPONSIBILITY OF THE CONTRACTOR OR OONTRAGTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. R S THE RESPONSBILI Y OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATEiRIAS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SiTE ONTO OTHER SiTES, MIT OF WAYS, PUBLIC OR PRIVATE SIREEIS OR ROADS, DRAIVEMAYS, YARDS OR SIDEWALM THE CONTRACTOR MUST CLEAN OR PICK UP DALY F NECESSARY OR IMMEDIATELY WHEN REQUESTED TO DO SD BY THE CITY. THE CONTRACTOR SHALT. REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCIHEDULE. WATER MAY BE USED AS A REDUCER. 13. PPE LENGTHS NOTED ARE FOR HYDROLIC DESIGN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN 14. iT S THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUMT THEMSELVES WiTH THE SCOL CONDITIONS. 15. ALL DIM MANHOLES AND CATCH BASIN GRATES, WATER OR GEIS VALVES SHALL BE ADJUSTED TO VIEW FI ISH GRADE ELEVATION F AND AS REQUIRED. 16. SUBGRADES FOR LAWN AREAS SHALL BE ESTABUSHED AT ELEVATIONS ALLOWING 6' TOPSOIL BACKFILL VERTICAL DATUM: ACE TBM #31 ELEV. 837.68 (1929 NVD) A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEET± NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEET± WEST OF RANGE LINE ROAD, 5 FEET± EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD) A CUT "X" IN THE NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S PARK. CSC TBM #31-1 ELEVATION 835.87 CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END OF THE FIRE/POLICE HEADQUARTERS PARKING LOT. ACE TBM #71 ELEV. 839.60 A CHISELED "X" ON THE NORTH BOLT OF FIRE HYDRANT. WEST SIDE OF RANGELINE ROAD AND 650'± SOUTH OF CITY CENTER DRIVE. CSC TBM #1 ELEVATION 835.86 A CUT "X" IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF SITE CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT-OF-WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. I brick walk 1 Qn re wa;k \ I� TBM 1 . 83 6 I I a J I I 1 I I J gill I i III I i�l I 1 I I ,I i I W �II I 1 I vI 1 I I \at 10 x z I I I I I I I- 1 "I� I, I N I I \ I I / 00 !v CA I\i 1�ouII I I \� l I II I I ..kp QD I I s �I 11 I NEn it i 1 �I 1 II I I I i II I I M IInto\ I II I I I I c\ � 11 I M II` W vy ` L `n,. II I I I III it II \ Wro DTII i \ P 0�0 I I` 30 L.F.: 11 H BOE M \ \ W CA °° R € I SEWER; d.5o7LlJ I \ \ \ I I I \ \ \`\ LIJ M ` I I \1 I I I \ \ \ i 1 1 W.a U I WLA I a I IOD ECTIR C MH I 11I I I Ix; R =833.14 P SITk. = 830.79 I I \ \ I I ELIC IC M� \\ I I TORR 4 833X114 I I \ ` TOP S�,R. =1 83 .79 I 1 N \ Z \ 1bET%UL off' \ I E 8 2 1 �" 8.36 30A CP DRAINAGE MANHOLE _ _ tblP ... $TOM INV.1 = 826.52 TOR = 833.00 __.. _... , ..._. INV. N = 826.02 �.`;... .. ..._.. I :.. : _ (�``�,OO�L _S .....___ I _� ` ' DRAINAGE MANHOLE INV, E = 826.37 ' I\I I x (B tied) I INV. SW - 8J5.83 4 Z '�,' � r F ..�'' �� 1 1; � I I , TOR � 833_30 / INV. IN (12 N� 828 k .�. 18" RCP Stub -Out I i INV. S&W = 825.05 (54" R l "\ I ` INV. NW = 825.38 (18' PV (Per Plan) \ I� I (All Per Plan) DRAINAGE MANHOLE 15H PVC DRAINAGE MANHOLE Buried t AQUA; SWIRL A H 54" CMP Chamber TOR = 831.80 TOR FF 832.7 TOR = 831.40 INV. NE = 824.90: ? INV. 819.3 1 I INV. = 824.40 INV, S = 825.00 :'\1 ! I I 1 DRAINAGE MANHOLE TOP OF WEIR S = 826.33 to 54" CMP Chamber INV. W = 825.10 'I 1 TOR = 831.36 INV. SE =824.95 INV. = 824.40 DRAINAGE MANHOLEDRAINAGE MANHOLE TOR = 832.60 (Buried) = TOR = 833.30 INV. 825.14 _ _ - - \ _t DRAINAGE ANHOLE INV. N = 825.45 INV. W = 825. TOR 8 2.28 824.81 (ATI Per Play; p.,.•j t/ D I INV =Culvert ;7' Box Culvert \ '� _ I " I TOP =B x Cul P = 830.81 - / _ �'r. ?x \ �� .77 INV. = 827.17 '. = 827.21- +:' } I, 112 IZ - _ , ._... . \ r......� .... xa x \� k\ (concre Lf 1 I _ ....... ...._ ..._.._. - - • \ _....... L........ ... ....... ..... ...... - � Z \ILII \ � .. bl, ;(stone) , HHW-q _...._. _ \ - , I A l k x�F ...... .m , 8i (asphalt)\ \\ ` I \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\` W ick to SCALE: 1- = 20' I I I E ECTRIC MH T R = 833.' T P STIR. _ ELECTIC MH TOR 1 833.14 '- �,1 TOP STIR. = 830 CONSTRUCTION LJMR LINE MONON RIGHT-OF-WAY UNE - x - : - x - : - X - TEMPORARY 72' CW1M1 LINK OONSTRUCiTON FENCE. •1 PROPOSED CONCRETE PAVEMENT PROPOSED SPOT ELEVATION (FINISHED FLOOR) INV PIPE INVERT ELEVATION RIM STORM STRUCTURE RIM ELEVATION ME MEET EXISTING O EXISTING STORM MANHOLE AND PIPES �/ ----� SWME FLOW UNE _ .._ EXISTING CONTOUR UNE EXISTING SPOT ELEVATION _._._ EXISTING UNDERGROUND TELEPHONE EXISTING STORM SEWER, SIZE AS INDICATED. EXISTING SANITARY SEWER W/S RUCTURE -- EXISTING BURIED ELECTRIC EXISTING OVERHEAD ELECTRIC/TELEPHONE EXISTING BURIED TELEPHONE EXISTING WATER MAIN _ PROPOSED WATER MAIN IDMSK)N PROSED STORM SEWER OR BOX CULVERT PROPOSED UNDERGROUND ELECTRIC PROPOSED UNDERGROUND TELEPHONE PROPOSED UNDERGROUND CABLE TV 0CONCRETE STOOP PER DETAIL 03/C300. 0 CONCRETE PAVEMENT PER DETAIL 04/C300. O3 EXPANSION JOINT PER DETAIL 01 /C400. O CONTROL JOINT PER DETAIL 04/C300. O ALL UNPAVED AREAS WITHIN THE CONSTRUCTION LIMIT UMIT UNE SHALL BE SEEDED LAWN (SEED MIX 'U' PER INDOT STD SPECS) ON 6" MIN. APPROVED TOPSOIL FILL O MEET EXISTING PAVEMENT, CURB, OR WALK ELEVATIONS. PROPOSED SPOT ELEVATIONS ARE BASED ON BEST INTERPRETATION OF EXISTING CONDITIONS. VERIFY AND ADVISE OF DISCREPANCIES THAT MAY CREATE OBJECTIONABLE SLOPES. O RAISE EXISTING STORM STRUCTURE RIM TO INDICATED ELEVATION. Know what's below. Call before you dig. Within Indiana Call 811 or 800-382-5544 24 Hom a Day, 7 Days a Weal PER M%4A STATE LAW IC 8-1-2& R IS AGAINST THE LAW M EXCAVATE WRHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE 1W0 2) WORM DAYS BEFORECOMMENCING WORK. OWNER: �MO; < CES 9 �LO� o U) N I SZ ov~ � Z Z M QoU- N 0 X: roQ� rzLO r_�_ Cl) J w ■ DEVELOPER: PEI 0910604 W STATE OF J+^/�!rD1AN� %? %'�,1,,,�N Al��,�. 90:11 Z1111 112 IA lMtltltltJ DRAWN BY: W 1[3 3 OLSON ! 1 q t,. C � a _ 1 Q ti N IIIIIIIIIIIJ 5 U. Q W a V�� F- W N z a 0 Z 0 2 2 iI SCALE: 1- = 20' I I I E ECTRIC MH T R = 833.' T P STIR. _ ELECTIC MH TOR 1 833.14 '- �,1 TOP STIR. = 830 CONSTRUCTION LJMR LINE MONON RIGHT-OF-WAY UNE - x - : - x - : - X - TEMPORARY 72' CW1M1 LINK OONSTRUCiTON FENCE. •1 PROPOSED CONCRETE PAVEMENT PROPOSED SPOT ELEVATION (FINISHED FLOOR) INV PIPE INVERT ELEVATION RIM STORM STRUCTURE RIM ELEVATION ME MEET EXISTING O EXISTING STORM MANHOLE AND PIPES �/ ----� SWME FLOW UNE _ .._ EXISTING CONTOUR UNE EXISTING SPOT ELEVATION _._._ EXISTING UNDERGROUND TELEPHONE EXISTING STORM SEWER, SIZE AS INDICATED. EXISTING SANITARY SEWER W/S RUCTURE -- EXISTING BURIED ELECTRIC EXISTING OVERHEAD ELECTRIC/TELEPHONE EXISTING BURIED TELEPHONE EXISTING WATER MAIN _ PROPOSED WATER MAIN IDMSK)N PROSED STORM SEWER OR BOX CULVERT PROPOSED UNDERGROUND ELECTRIC PROPOSED UNDERGROUND TELEPHONE PROPOSED UNDERGROUND CABLE TV 0CONCRETE STOOP PER DETAIL 03/C300. 0 CONCRETE PAVEMENT PER DETAIL 04/C300. O3 EXPANSION JOINT PER DETAIL 01 /C400. O CONTROL JOINT PER DETAIL 04/C300. O ALL UNPAVED AREAS WITHIN THE CONSTRUCTION LIMIT UMIT UNE SHALL BE SEEDED LAWN (SEED MIX 'U' PER INDOT STD SPECS) ON 6" MIN. APPROVED TOPSOIL FILL O MEET EXISTING PAVEMENT, CURB, OR WALK ELEVATIONS. PROPOSED SPOT ELEVATIONS ARE BASED ON BEST INTERPRETATION OF EXISTING CONDITIONS. VERIFY AND ADVISE OF DISCREPANCIES THAT MAY CREATE OBJECTIONABLE SLOPES. O RAISE EXISTING STORM STRUCTURE RIM TO INDICATED ELEVATION. Know what's below. Call before you dig. Within Indiana Call 811 or 800-382-5544 24 Hom a Day, 7 Days a Weal PER M%4A STATE LAW IC 8-1-2& R IS AGAINST THE LAW M EXCAVATE WRHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE 1W0 2) WORM DAYS BEFORECOMMENCING WORK. OWNER: �MO; < CES 9 �LO� o U) N I SZ ov~ � Z Z M QoU- N 0 X: roQ� rzLO r_�_ Cl) J w ■ DEVELOPER: PEI 0910604 W STATE OF J+^/�!rD1AN� %? %'�,1,,,�N Al��,�. 90:11 Z1111 112 IA SCOPE DRAWINGS: These drawings indicate the generd scope l the project in M1 of orD dectuml design concept, the diman"ca of the ing, the nwjor architecluml elements and the type of I.hwd, mechanical and elwWoal systema. The droaings do not necessarily indicate or describe al required for full performance and completion of the iraments of the Contract. On the basis of the general scope indicted or deeanbed, trade contractors Ad famish CIM items required for the .r exaction ata completion of the work DATE: lMtltltltJ DRAWN BY: W CHK'D BY: OLSON v� C � a Z V V Q ti N IIIIIIIIIIIJ D. U. Q W W V�� F- IJP N z a 0 Z 0 2 SCOPE DRAWINGS: These drawings indicate the generd scope l the project in M1 of orD dectuml design concept, the diman"ca of the ing, the nwjor architecluml elements and the type of I.hwd, mechanical and elwWoal systema. The droaings do not necessarily indicate or describe al required for full performance and completion of the iraments of the Contract. On the basis of the general scope indicted or deeanbed, trade contractors Ad famish CIM items required for the .r exaction ata completion of the work DATE: JULY 3, 2013 DRAWN BY: KIRT CHK'D BY: OLSON B NO, [Z - 01208 I REVISIONS I DRAWING NUMBER: C100 PROJECT NUMBER: 01209 oncret Wk) N1 #1 55.86 SCALE: 1 in = 20' fil - (brick walk) 10' ❑ L watkc ret ' — — MONON RIGHT-OF-WAY UNE O� EXISTING STORM MANHOLE AND PIPES -- --� SWALE FLOW LINE EXISTING INDEX CONTOUR EXISTING SPOT ELEVATION TO CHANGE EXISTING UNDERGROUND TELEPHONE EXISTING BURIED ELECTRIC EXISTING UNDERGROUND CABLE TV. - EXISTING WATER MAIN W W 2 '_:'C T B M #1 - PROSED STORM SEWER OR BOX CULVERT PROPOSED UNDERGROUND CABLE TV — X — X — X — X — X — TEMPORARY 72" CHAIN LINK CONSTRUCTION FENCE. S' ....................... .��`"' EV. 8:55.86 EROSION CONTROL BLANKET (SURFACE APPLIED) SEE DETAIL 09/C300. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. G W TEMPORARY GRAVEL WHEEL WASH AREA. (; w CONCRETE WASH-OUT LOCATION PER DETAIL 1O/C300. SILT FENCE DROP INL PROTECTION, SF�P SEE DETAIL 07/C300.ET oz z 0 M _ I ❑ o a J CL a fy- z N X UJ X P-- 2(concrete walk) — — �— P 5 1 P t I(stone) I IX 1 i 1 i P Q CD z 0 .I I IZ M o o -� ZD w m I I I W 12" CPP - - - - UD INV. = 811.9 8 conc.) J O o 2 C.), 4 X. 1 f t 12" CP INV. = IDx 8 9. 9' II I (stone; " stone) 1 brick X >. (asphalt) SCALE: 1 " = 20' SCALE: 1 " = 20' 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 2. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DIRECTED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 3. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL WITHIN THE RIGHT-OF-WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 5. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 6. ALL UTILITY WORK SHALL CONFORM TO THE CITY OF CARMECS UTILITY STANDARD DETAILS. O—'UTILITY PLAN NOTES V VERIFY CROSSING ELEVATION REQUIRED PRIOR TO CONSTRUCTION P PROTECT EXISTING SEWER OR UTILITIES TO REMAIN. 1 SEE 'MEP' SERIES DRAWINGS FOR CONTINUATION. 2 CUT IN CONNECTION TO EXISTING WATER MAIN W/12" X 4" TAPPING SADDLE AND VALVE. O3 NEW 4" C900 FIRE DEPARTMENT CONNECTION LINE. O4 NEW POST TYPE FIRE DEPARTMENT CONNECTION. (PER LOCAL FIRE DEPARTMENT REQUIREMENTS) O5 NEW 4" DIA. C900 FIRE SERVICE WATER LINE. O6 NEW WATER ISOLATION VALVE. O7 NEW POST INDICATOR VALVE. OS TWO (2) 0 4" CONDUITS BELOW AGGREGATE BASE TO BE INSTALLED THE WIDTH OF PAVEMENT PLUS 2' ON BOTH SIDES. CAP AND MARK ENDS TO FINISHED GRADE. O9 NEW 2" PE SDR DOMESTIC WATER LINE 10 EXISTING SANITARY LATERAL AND CLEANOUT. (APPROX. LOCATION CONTRACTOR TO FIELD VERIFY VERTICAL/HORIZONTAL LOCATION PRIOR TO PROPOSED CONSTRUCTION). 11 WATER LINE SHOWN TO BE CONSTRUCTED BY OTHERS. CONTRACTOR SHALL COORDINATE NEW CONNECTION WITH ADJACENT PROJECT. 12 BORE WATER BENEATH EXISTING STORM. 13 CONTRACTOR TO COORDINATE EXACT LOCATION WHERE UTILITY ENTERS BUILDING WITH MEP PLANS. LEGEND: 10' — — — — CONSTRUCTION LIMIT LINE — — MONON RIGHT-OF-WAY UNE O� EXISTING STORM MANHOLE AND PIPES -- --� SWALE FLOW LINE EXISTING INDEX CONTOUR EXISTING SPOT ELEVATION TO CHANGE EXISTING UNDERGROUND TELEPHONE EXISTING BURIED ELECTRIC EXISTING UNDERGROUND CABLE TV. - EXISTING WATER MAIN W W PROPOSED WATER MAIN EXTENSION - PROSED STORM SEWER OR BOX CULVERT PROPOSED UNDERGROUND CABLE TV — X — X — X — X — X — TEMPORARY 72" CHAIN LINK CONSTRUCTION FENCE. S' ....................... .��`"' SILT FENCE PER DETAIL 08/C300. EROSION CONTROL BLANKET (SURFACE APPLIED) SEE DETAIL 09/C300. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. G W TEMPORARY GRAVEL WHEEL WASH AREA. (; w CONCRETE WASH-OUT LOCATION PER DETAIL 1O/C300. SILT FENCE DROP INL PROTECTION, SF�P SEE DETAIL 07/C300.ET W PROPOSED WATER UNE ---0 DEMOLITION PLAN NOTES P PROTECT EXISTING IMPROVEMENTS OR UTILITY TO REMAIN. 1 REMOVE STONE INTERFERING W/SUBGRADE FOR PROPOSED CONSTRUCTION. 15 2 REMOVE EXISTING CONCRETE PAVEMENT. 3 REMOVE EXISTING STONE ENTRANCE WHEN NO LONGER REQUIRED. 4 REMOVE EXISTING CORRUGATED PLASTIC PIPE CULVERT. PROTECT EXISTING TELEPHONE MANHOLE IN AN APPROVED MANNER. DEMOLITION GENERAL NOTES 1. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 2. THE EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THESE LOCATIONS AND ANY DAMAGE WHICH IS DONE TO SAID UTILITIES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STUDY THE PLANS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY WITH THE SITE DEVELOPMENT PLANS. NO EXTRA FEE WILL BE PAID FOR THE REMOVAL OR RELOCATION OF ANY ITEM NOT LISTED THAT IS VISIBLE UPON A SITE VISIT. THE DEMOLITION LEGEND AND NOTES ARE INTENDED TO SIMPLIFY THE DRAWINGS, AND DOES NOT GUARANTEE THAT ALL ITEMS ARE ADDRESSED. 4. REMOVE FROM SITE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 5. NO BURNING OF ANY MATERIAL, DEBRIS, OR TRASH ONSITE WILL BE ALLOWED, EXCEPT WHEN ALLOWED BY APPROPRIATE GOVERNING AUTHORITY AND OWNER. IF ALLOWED AS STATED ABOVE, BURNING SHALL BE PERFORMED IN A MANNER PRESCRIBED BY GOVERNING AUTHORITY. ATTEND BURNING MATERIALS UNTIL FIRES HAVE BURNED OUT AND HAVE BEEN COMPLETELY EXTINGUISHED. 6. TRANSPORT MATERIALS REMOVED FROM DEMOLISHED STRUCTURES WITH APPROPRIATE VEHICLES AND DISPOSE OF OFFSITE TO AREAS APPROVED FOR DISPOSAL BY GOVERNING AUTHORITIES AND APPROPRIATE PROPERTY OWNERS. 7. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL DEMOU11ON PERMITS. 8. STRIP TOPSOIL FROM ALL AREAS TO BE DISTURBED BY CONSTRUCTION OPERATIONS OR MATERIAL STORAGE. 9. ALL EXISTING SITE IMPROVEMENTS MUST BE REMOVED FROM THE SITE. PRIOR TO CONSTRUCTION THE DEMOLITION CONTRACTOR IS TO NOTIFY THE ENGINEER WHO PREPARED DEMOLITION DOCUMENT IF THERE ARE ANY DISCREPANCIES. 10. THE CONTRACTOR SHAT TAKE EXTREME CARE TO AVOID DISRUPTING THE EXISTING BUILDINGS AND RELATED BUSINESSES ADJACENT TO THE SITE. 11. THE CONTRACTOR SHAT CONFIRM THE EXTENTS OF EXISTING UTILITIES ON THE SITE AND ENSURE THAT THE WORK SHOWN ON THESE PLANS WILL NOT ADVERSELY AFFECT UTILITIES AND DRAINAGE PIPES SERVING OTHER BUILDINGS IN THE VICINITY OF THIS SITE. 12. REMOVAL OF THE EXISTING CONCRETE PAVEMENT INDICATED IN THE PROPOSED PAVED AREAS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. SAW CUT AREAS CLEAN, NEAT, AND TRUE TO LINE SO NO CHIPPING OR BREAKING OF THE EXISTING PAVEMENT OCCURS. 13. THE CONTRACTOR SHALL SUBMIT A 'MAINTENANCE OF TRAFFIC PLAN" TO THE CITY OF CARMEL FOR ALL WORK WITHIN THE MONON RIGHT OF WAY FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 0' 10' 20' 40' CrAI F• 1" = 90' 2012.02088 NORTH OWNER: Know what's below. 0111 before you dig. Within Indiana Call 811 or 800-382-5544 24 Hours a Day, 7 Days a Week PER INDIANA STATE LAW IC 8-1-26. R IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. � N U M O H(D CO oC,�' a ZZch v J o�U 0 V)LooZtn co Q r,: C\1 1.T z "' Cl) J W U Zz W zCOD U cc Q NONE ■0000■ DEVELOPER: 11 \�`OoSS E' ISTERt:O:/y' No. _� : PE 10910604 W �i�i�fs'•�HDI ANP ��\� ' A CERTIFIED BY 10/0 U) az z 0 J J � O W z O 0 H Z J 0 I..t. 7) M O W Cc F— W /13 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DATE: OCT. 03, 2013 DRAWN BY: KIRT CHWD BY: RLN JOB NO. 2012.02088 F_ REVISIONS I DRAWING NUMBER: C200 PROJECT NUMBER: 01209 0 + WOOD 0 0 0 0 o OR METAL STAKES + o CONCRETE STRAW BALES C WASHOUT GRAVEL FILLED BAGS IN CORNER c' 4" CONC. SLAB B NTS PLYWOOD 4'-0" x 2'-0" PAINTED WHITE BLACK LETTERS 6 HEIGHT LAG SCREWS 1/2" DIA. ?", o WOOD POST M 4"x4" x 8'-0" - IGN DETAIL o STAPLE DETAIL o tc SECTION C—C LINER THICK i O STAPLES (2 PER BALE) WOOD OR METAL � )ES (2 PER GRAVEL FILLED -BAGS IN CORNER ORIGINAL GROUND NOTES: PLAN 1. WASHOUT FACILITY TO BE INSTALLED UNDER SEPARATE PREVIOUS CONTRACT. THIS WORK SHALL INCLUDE MAINTAINING IT THROUGH PROJECT AND TURNING IT OVER FOR THE NEXT CONTRACT. 1. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 50' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 2. LINER SHALL BE ANCHORED WITH GRAVEL FILLED BAGS FOR BELOW GRADE CONCRETE WASHOUT FACILITY. 14'-9" Min 0 o WOOD 0 0 0 0 o OR METAL STAKES a o EXXPANSION JT. STRAW BALES C a GRAVEL FILLED BAGS IN CORNER c' 4" CONC. SLAB B STOOP V. WEDGE LOOSE APPLIED B BALRA BETWEEN SPALLINGCOMPOUND 0 o 0 0 � 0 0 0 0 0 0 0 0 0 o 0 0 MED/HIGH CltfitL 3• x�_ O�x SHO"" LINE 1 1/2' 1 1/2' FLOW CHANNEL A B 1:1 x x x - r STAPLE 1, STAPLES PER S0. YD. 2:1 °c i - i 3:1 v x x x xJ x x x x 4:1 3'_I x x e9 x x x C D x x x x SLOPE LENGTH 2SQ A1P,�ES PER 3 • YD LES PER p 1 W p� X511 w650� 15 q09. 2d s.• 33% 30% 185 15 a 20% 9 10%i5X 0 5% EROSION CONTROL BLANKET MAINTENANCE INSTRUCTIONS: 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. EROSION CONTROL BLANKET STAPLE PATTERN os NTS C300 1 1/2-X 1 1/2-X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC o (4.5 OZ/S.Q YARD) DOWN MAINTAIN BY REMOVING SLOPE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 1i -\7- 2"X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHARPENED & SPACED 5'-0" O.C. (WHEN SHOWN AT CHAIN LINK SECURITY FENCE, OMIT STAKES & SECURE FABRIC TO FENCE IN AN APPROVED MANNER). MAINTENANCE INSTRUCTIONS: 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 AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE DETAIL NTS BURIED GEOTEXTILE FABRIC. 4oz. MIN. BURIED FABRIC. NTS #4 BAR CONTINUOUS 15" DIA. DRAIN BASIN W/15" SQ. C.I. GRATE C CONCRETE SURROUND W/1/2" R. TOOLED EDGE - TOPSOIL DEPT = PER PLAN :, PROVIDE CROSS BRACING WHEN NECESSARY WOOD, METAL, OR 2z�� SYNTHETIC FRAME X31 MAX. FRAME DETAIL BURIED GEOTEXTILE FABRIC. 4oz. MIN. CAST IRON GRATE PER ASTM A48 - CLASS 30B FINISH W/MANUFACTURER'S STANDARD BLACK PAINT BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MEETING CLASS 1 OR 2 PER ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN COMPACTED 12" LIFTS NTS YARD INLET SECTION 00 O Ca HINGED GRATE COVER W/LOCKING DEVICE 15" CAST IRON GRATE OR LESS/ IN. OF 6" TOP SOIL TO ENSURE GRASS EDGE OF PVMT., , - - MIN:.;.1 25 :. ' FIT CURB, GUTTER SII OR SIMILAR I� c L 111 STRUCTURE "B" BORROW OR EQUIV. -fIf -';'' "'- 12" MIN. GRANULAR MATER'L. T COMPACTED TO 95% �I STD. PROCTOR DENSITY =I `.;,•,- -� 8" CRUSHED STONE OR 11= - 4" APPROVED EQUIV. CLASS11„11 x11 T` 1 1 1 1 BEDDING MATERIAL BC HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6” TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1'-0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. VC A HDPE DETAIL r NTS 4" CON -4" FIBROUS REINFORCED CONCRETE PAVEMENT W/BROOM FINISH & CONTROL JTS. 0 10'-0" O.C. MAX. & EXP. JTS. 0 40'-0" O.C. MAX. SEE DETAIL o, C300 NOTE: CONTROL JTS. & EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4" COMPACTED #53 INDOT BLDG. FACE 1/2" PREFORMED D / EXXPANSION JT. RLN C (SEE DETAIL) 1/2" RADIUS ROUND C 4" CONC. SLAB B STOOP V. C APPLIED B C SPALLINGCOMPOUND B A B LONG 0 12" O.C. A SLOPE LENGTH 2SQ A1P,�ES PER 3 • YD LES PER p 1 W p� X511 w650� 15 q09. 2d s.• 33% 30% 185 15 a 20% 9 10%i5X 0 5% EROSION CONTROL BLANKET MAINTENANCE INSTRUCTIONS: 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. EROSION CONTROL BLANKET STAPLE PATTERN os NTS C300 1 1/2-X 1 1/2-X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC o (4.5 OZ/S.Q YARD) DOWN MAINTAIN BY REMOVING SLOPE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 1i -\7- 2"X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHARPENED & SPACED 5'-0" O.C. (WHEN SHOWN AT CHAIN LINK SECURITY FENCE, OMIT STAKES & SECURE FABRIC TO FENCE IN AN APPROVED MANNER). MAINTENANCE INSTRUCTIONS: 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 AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE DETAIL NTS BURIED GEOTEXTILE FABRIC. 4oz. MIN. BURIED FABRIC. NTS #4 BAR CONTINUOUS 15" DIA. DRAIN BASIN W/15" SQ. C.I. GRATE C CONCRETE SURROUND W/1/2" R. TOOLED EDGE - TOPSOIL DEPT = PER PLAN :, PROVIDE CROSS BRACING WHEN NECESSARY WOOD, METAL, OR 2z�� SYNTHETIC FRAME X31 MAX. FRAME DETAIL BURIED GEOTEXTILE FABRIC. 4oz. MIN. CAST IRON GRATE PER ASTM A48 - CLASS 30B FINISH W/MANUFACTURER'S STANDARD BLACK PAINT BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MEETING CLASS 1 OR 2 PER ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN COMPACTED 12" LIFTS NTS YARD INLET SECTION 00 O Ca HINGED GRATE COVER W/LOCKING DEVICE 15" CAST IRON GRATE OR LESS/ IN. OF 6" TOP SOIL TO ENSURE GRASS EDGE OF PVMT., , - - MIN:.;.1 25 :. ' FIT CURB, GUTTER SII OR SIMILAR I� c L 111 STRUCTURE "B" BORROW OR EQUIV. -fIf -';'' "'- 12" MIN. GRANULAR MATER'L. T COMPACTED TO 95% �I STD. PROCTOR DENSITY =I `.;,•,- -� 8" CRUSHED STONE OR 11= - 4" APPROVED EQUIV. CLASS11„11 x11 T` 1 1 1 1 BEDDING MATERIAL BC HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6” TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1'-0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. VC A HDPE DETAIL r NTS 4" CON -4" FIBROUS REINFORCED CONCRETE PAVEMENT W/BROOM FINISH & CONTROL JTS. 0 10'-0" O.C. MAX. & EXP. JTS. 0 40'-0" O.C. MAX. SEE DETAIL o, C300 NOTE: CONTROL JTS. & EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4" COMPACTED #53 INDOT BLDG. FACE 1/2" PREFORMED DETAIL C300 / EXXPANSION JT. RLN SEE PLAN FOR SLOPE (SEE DETAIL) 1/2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP V. 6X6 10/10 APPLIED FINISH FL. ELEVEL yyW W.F. SPALLINGCOMPOUND #4 REBAR 20" FINISH SLOPE PER PLAN LONG 0 12" O.C. SEE STR. PLAN FOR CONTIN. 1 /2" PREFORMED EXXPANSION JT. 00 (SEE DETAIL) 6" C14 4" DRAINAGE FILL ~6. CONTINUOUS TURN DOWN SLAB ALL WELL COMPACTED 3 SIDES 5'-0" SUBSOIL UNLESS OTHERWISE SHOWN ON PLANS NTS EXPANSION JT. SEE DETAIL 01 C300 / 90' UNLESS OTHERWISE INDICATED NTS TOOLED EDGE 1/2" PREFORM EXPANSION JT. CONC. PVMT— NTS CONTROL JT. SEE DETAIL C300 / BROOM FINISH ACROSS DIRECTION OF TRAVEL UNLESS NOTED OTHERWISE TROWEL FINISH 111:11I»•ielo SELF LEVELING SEALANT BUILDING FACE OR CONCRETE PVMT. EXTEND JT. MATERIAL TO BOTTOM OF PVMT. )INT DETAIL OWNER: M O U F- n .0 Tri (V L ? z z h v J � � 5 J ILL. O O !/� Q co Z 10 r0 Q Z L0 - r; M J W H ■O■■ ■NOME■ DEVELOPER: XX No. PEI 0910604 W STATE OF !fin' •.�NDI ANP,:' �\ A dtv CERTIFIED BY 10/0: J Q W W H SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DATE: OCT. 03, 2013 DRAWN BY: KIRT CHK'D BY: RLN JOB N0. 2012.02088 REVISIONS DRAWING NUMBER: C300 PROJECT NUMBER: 01209 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract.On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 1 ADDENDUM #1 10-21-13 2 REVISIONS 02-19-14 COORDINATION WITH -i DESIGN CRITERIA, CONT'D. PAB/JLH REINFORCED MASONRY NOTES w POST -INSTALLED DOWELS & C U) C6 STEEL CONNECTION NOTES z f, z �"""' +.J �� f d U CONCRETE MIX CLASSES ,. W �' f _ OTHERTRADES W � x I- 0 ANCHOR BOLTS/RODS U a N U' u)N � z) W � ," 1. All construction of reinforced masonry walls to be in accordance with the � ] Vr/ K m - 'a > CS06 f^ / 1. Typical beam -to -beam and beam -to -column connections shall be bearing type U � ::, z N I" Building Code Requirements for Concrete Masonry Structures (ACI 530) and de = w`_; CLASS A CONCRETE: FOOTINGS f s� of Ir using A325 bolts, unless noted otherwise. 1. The Contractor shall coordinate and check all dimensions relating to 5. COLLATERAL LOAD: Unless otherwise noted, a minimum uniform collateral load J w Commentary. 1. All reinforcing steel and threaded rod anchors to be installed in 2 -part epoxy r0 r) e .: a 0 2. Shop connections unless otherwise shown, may be either bolted or welded. All Architectural finishes, mechanical equipment and openings, elevator shafts and Of Q of 10 PSF has been used to account for ductwork, ceilings, sprinklers, lighting, > U Uj wa anchoring system shall be treated as follows: COMPRESSIVE STRENGTH 3000 PSI X< field connections shall be bolted unless otherwise shown on the Structural overrides, etc. and notify the Architect/Engineer of any discrepancies before _ Z etc. The collateral load is in addition to the weight of mechanical unites,A) f'm = 2000 PSI o U N proceeding with an work in the area under question. P 9 Y q larger in (greater than 4" diameter and suspended fixtures or equipment 9 piping (9 ) PB) Maximum height of masonry lift: 5'-0" A) Drill holes larger than bar or rod to be embedded. Coordinate hole MAXIMUM WATER CEMENT RATIO / 0.58 3. Drawings. Connections be designed the Steel Fabricator 2. The Structural Drawings shall be used in conjunction with the Drawings of all that have been specifically accounted for in the design. C Maximum height of - ) g grout lift: 5' 0" diameter with Manufacturer's recommendations. shall by to support the reactions shown on the framing plan(s). Simple span connections without reactions other disciplines and the Specifications. The Contractor shall verify the 6. HANDRAIL AND GUARDS: D) See the Specifications for additional masonry wall information. B) Holes must be cleaned and prepared in accordance with Manufacturers AIR CONTENT 0-3 PERCENT listed on the Structural Drawings shall be designed by the Steel Fabricator in requirements of other trades as to sleeves, chases, hangers, inserts, anchors, holes, and other items to be placed or set in the Structural Work. A. Handrail Assemblies and Guards 50 PLF applied in any direction recommendations. C) When reinforcing steel is encountered during drilling for installation WATER -REDUCING ADMIXTURE REQUIRED accordance with Table 3-6 of the "Manual of Steel Construction, 13th 200 LB concentrated load 2• CONCRETE BLOCK: Minimum compressive test strength on the net cross- of anchors; stop drilling, use a sensor to locate the reinforcing in Edition". For composite beams wheree r reactions are not indicated, design 3. There shall be no vertical or horizontal sleeves set, or holes cut or drilled in applied in any direction (non- sectional area: 2800 PSI. the surrounding area and install anchor(s) as close as possible to SLUMP 5" TO 6 1/2" connections for 75% of the Maximum Total Uniform Load ASD value for the an beam or column unless it is shown on the Structural Drawings or approved Y 9 PP concurrent with 50 PLF load ) 3. MORTAR: Type S required. the original location. Contact the Structural Engineer of Record for applicable beam size and span given in Table 3-6. For non -composite beams, in writing by the SER. B. Components, Intermediate Rails, 50 LBS horizontally applied direction when the revised location is more than 2" from the CLASS B CONCRETE: INTERIOR CONCRETE SLABS design connections for 50% of the tabulated ASD value. 4• Mechanical and electrical openings through supported slabs and walls, 8" Balusters, Fillers, etc. normal load on an area not to 4 GROUT: ASTM C476, 2500 PSI with a slump of 8" min. and 10" max. original location, or when the original function of the anchorage is 4. All beam -to -beam connections shall be double angle, unless shown or noted diameter, or larger not shown on the Structural Drawings must be approved by exceed 1 SF, not superimposed 5. REINFORCING: f = 60000 PSI with a min. la of 48 bar diameters. y p significantly altered. When in doubt, contact the SER for direction. D) Drill the hole 15 bar diameters the Drawings. COMPRESSIVE STRENGTH 4000 PSI otherwise. All beam -to be the the SER. Openings less than 8" diameter shall have at least 1'-0" clear with those of handrail assem's. a minimum of or as shown on 5. -column connections shall at column centerline, unless shown between openings, unless approved in writing by the SER. E) Use a 2 -part epoxy adhesive anchoring system, Powers PE1000+, or MINIMUM CEMENTITIOUS MATERIAL CONTENT 517 LB/CU YD or noted otherwise. Shear tab connections to tube columns are not permitted. p 7. ROOF LIVE/SNOW LOADS: Gravity live loads used in the design of the roof structure 6. TESTING/QUALITY ASSURANCE: Provide Level B Quality Assurance in accordance approved equal. Unless otherwise noted or detailed beams will bear on top of columns. 5. Verify locations and dimensions of mechanical and electrical openings through meet or exceed the following table: with ACI 530.1. F) For anchorage into hollow substrate, use Hilti HY-20, or approved equal. AIR CONTENT 0-3 PERCENT 6. Typical bearing -type beam -to field -bolted connections may be tightened supported slabs and walls shown on the Structural Drawings with the Mechanical G Reinforcing steel dowels shall be ASTM A615, Grade 60, unless noted. ) g abeam, to the snug -tight condition, unless otherwise shown or noted. and Electrical Contractors. A. Snow Load H) Anchor rods shall be 36 ksi material, unless noted. WATER -REDUCING ADMIXTURE REQUIRED 6. Do not install conduit in supported slabs, slabs on rade, or concrete walls PP g Ground Snow Load, Pg 20 PSF Flat Roof Snow Load, Pf 20 PSF Provide finish as noted on the Drawings. If not noted, provide SLUMP 5" TO 6 1/2"11 7. Bolted connections in bracing and beam -to -column connections, hangers and unless explicitly shown or noted on the Structural Drawin P y Drawings. Snow Exposure Factor, Ce 1.0 P CONCRETE REINFORCING hot -dip galvanized finish for interior applications. Provide stainless steel finish for exterior applications, unless noted. stub columns, crane connections, and those designated slip -critical or 7. Do not suspend any items, such as ductwork, mechanical or electrical fixtures, Occupancy Category (IBC Table 1604.5) II 2. When column anchor bolts/rods have been omitted, or damaged by CLASS E CONCRETE: EXTERIOR CONCRETE SUBJECT TO FREEZE -THAW retensioned on the Drawings shall be pretensioned connections utilizing P g p q ceilings, etc. from steel roof deck or wood roof sheathing. Importance Factor, I 1.0 construction operations, the Contractor must obtain the written approval tension -control (TC) bolts. Holes for TC bolts shall be y6" larger than the Thermal Factor, Ct 1.1 1. Reinforcement, other than cold drawn wire for spirals and welded wire fabric, of the SER prior to repair and/or replacement. bolt diameter. The faying surfaces of slip -critical connections must be free of 8. The Mechanical Contractor shall verify that mechanical units supported by steel shall have deformed surfaces in accordance with ASTM A305. COMPRESSIVE STRENGTH 4000 PSI any paint or foreign material in accordance with AISC specifications. All SC framing are capable of spanning the distance between the supporting members B. Minimum Roof Live Load 20 PSF 'ections A) As a precaution, the affected column must be guyed and braced connections must be inspected by the Testing Agency. indicated on the Structural Drawings. The Mechanical Contractor shall supply COhin C. veran 9 g Eaves & ProJ 60 PSF 2. Reinforcing steel shall conform to ASTM A615, Grade 60, unless noted. after repair for the balance of the erection period. MINIMUM CEMENTITIOUS MATERIAL CONTENT 564 LB/CU YD additional support framing as required. B) As an alternate to guying and bracing, the Contractor may at his 8. Connect bracing members for two components of stress unless otherwise 1. Sloped roof snow loads calculated in accordance with Sec. 7.4, 3. Welded wire fabric shall conform to ASTM A185, unless noted. option, employ a Testing Agency to perform a tensile pull test to AIR CONTENT 6 +/- 1 PERCENT approved by the SER. Provide a minimum 2 -bolt or welded field connection. 9. If the Drawings and Specifications are in conflict, the most stringent restrictions and requirements shall govern. ASCE 7. 4. Where hooks are indicated, provide standard hooks per ACI and CRSI for all confirm the strength of the repaired or replaced anchor bolt/rod. WATER -REDUCING ADMIXTURE REQUIRED 9. Locate centerlines of all vertical bracin members on column centerlines in 9 2. Unbalanced roof snow loads calculated in accordance with Sec. 7.6, bars unless other hook dimensions are shown on the plans or details. The tensile roof load must exceed 1.33 x the design load of the P 9 vertical plane and on column and beam centerlines in horizontal plane, unless ASCE 7. Structural Specialty Engineers (SSE) must consider unbalanced original anchor without causing distress of the anchor bolt/rod or SLUMP 5" TO 6 1/2" otherwise shown on the Structural Drawings. snow loads in the design of pre-engineered trusses, frames, skylights, 5. Reinforcement in footings, walls and beams shall be continuous. Lap bars a the surrounding concrete. Refer to the following table for the minimum roof loads: 10. All welding shall be in conformance with AWS D1.1, using E70XX electrodes, GENERALNOTES curtain walls, cold -formed steel framing, canopies, etc. minimum of 36 bar diameters, unless noted otherwise. P COARSE AGGREGATE CRUSHED STONE unless shown or noted otherwise. Welding, both shop and field, shall be 3. Drift loads calculated in accordance with Section 7.7, ASCE 7. %" diameter: 11.6 kips Ps performed by welders certified for the weld types and positions involved 6. Reinforcement shall be supported and secured against displacement in %" diameter: 16.0 kips CLASS LC CONCRETE: LEAN CONCRETE FILL accordingto the current edition of AWS D1.1. Perform all AESS welds with 1. The Contractor shall be responsible for complying with all safety precautions 8. LATERAL LOADS: Lateral loads were computed using the following criteria: P 9 9 accordance with the CRSI 'Manual of Standard Practice'. 1" diameter: 20.9 kips care to provide a clean, uniform appearance. and regulations during the work. The SER will not advise on, nor issue direction as to safety and 7. Details of reinforcingsteel fabrication and placement shall conform to ACI 315 COMPRESSIVE STRENGTH 2000 PSI 11. Backup bars required for welded connections shall be continuous. precautions programs. A. Wind Load Basic Wind Speed 90 MPH P 'Details and Detailing of Concrete Reinforcement' and ACI 315R 'Manual of Note: Values listed above are for ASTM F-1554, Grade 36 MAXIMUM WATER/CEMENT RATIO 0.65 12. Holes in steel shall be drilled or punched. All slotted holes shall be provided 2. The Structural Drawings herein represent the finished structure. The Contractor 9 P Wind Exposure Factor B P Engineering and Placing Drawings for Reinforced Concrete Structures', unless material. When higher grade or strength materials are specified, with smooth edges. Burning of holes in structural steel shall not be allowed shall provide all temporary guying and bracing required to erect and hold the P P y g y g g q Occupancy Category (IBC Table 1604.5) 11 otherwise indicated. refer to the AISC Manual of Steel Construction for minimum allowable loads to be multiplied b 1.33. p Y AIR CONTENT OPTIONAL without approval of the SER. structure in proper alignment until all Structural Work and connections have been completed. The investigation,nuntildesi n, safety, adequacy and inspection of P9 Y q Y P Importance Factor, Iw 1.00 8. Spread reinforcing steel around small openings and sleeves in slabs and walls, C) When affected anchor bolts/rods are part of a fixed moment- WATER -REDUCING ADMIXTURE NOT REQUIRED 13. The minimum thickness of all connection material shall be 16", unless noted. the bracing, shoring, temporary supports, etc. is the sole responsibility of the 9• 9• P Y PP P Y Internal Pressure Coefficient, GCpi +/-0.18 where possible, and where bar spacing will not exceed 1.5 times the normal resisting column base, such as those in moment -resisting space 14. Where steel beams are called to have wood Hailers supporting wood floor or Contractor. spacing. Discontinue bars at all large openings where necessary, and provide frames, canopies, or fixed base installations, the repaired anchor SLUMP 4" TO 7" roof framing, provide Y2" diameter carriage bolts spaced at 24" o.c. and B. Seismic Load an area of reinforcement, equal to the interrupted reinforcement, in full length bolts/rods must be proof -loaded, or the affected column footing staggered each side of the beam web, unless noted otherwise. 3. The SER shall not be responsible for the methods, techniques, and sequences Site Class C (Assumed) bars, distributing one-half each side of the opening. Where shrinkage and and/or pier replaced in its entirety. of procedures to perform the Work. The supervision of the Work is the sole Occupancy Category (IBC Table 1604.5) II temperature reinforcement is interrupted, add (2) #5 x opening dimension + D) When affected anchor bolts/rods are 1 Y" diameter or larger, the 15. A qualified independent Testing Agency shall be retained to perform inspection responsibility of the Contractor. Importance Factor, I 1.00 4'-O" on each side of the opening. Provide #5 x 4'-0" long diagonal bars in affected column footing and/or pier must be replaced in its and testing of structural steel field weldments as follows: 4. The Drawings indicate general and typical details of construction. Where Spectral Response Coeff (Short Period), Sds 0.143g both faces, at each corner of openings larger than 12" in any direction. entirety. Y• 1. SLUMP: conditions are not specifically shown, similar details of construction shall be Spectral Response Coeff (1 Second), Sall 0.090g 9. Provide standees for the support pp t of top reinforcement for footings, pile caps, E When affected anchor bolts rods are art of a braced frame, the ) / P MIXES CONTAINING TYPE A WRDA 5 IN. MAXIMUM used, subject to approval of the SER. Seismic Design Category, SDC B and mat foundations. affected column footing and/or pier must be replaced in its MIXES CONTAINING MID-RANGE WRDA 5-6 Y" IN. Analysis Procedure Equivalent Lateral Force "Light 10. Provide individual high chairs with support bars, as required for the support of entirety. MIXES CONTAINING HIGH -RANGE WRDA 5-8 IN. WELD INSPECTION SCHEDULE 5. r o be composed of components to be field All structural systems which are t P P Y Response Modification Coefficient R R = 6.5 -framed walls , P 9 to reinforcement for support p slabs. Do not provide standees. F) Prior to erection, the controlling Contractor must provide written 2. SPECIFIED MINIMUM CEMENTITIOUS MATERIAL CONTENTS ARE BASED ON THE USE erected shall be supervised by the Supplier during manufacturing, delivery, handling,storage, and erection in accordance with the Supplier's instructions sheathed with wood structural panels rated for shear 11. Provide snap -on plastic spacer wheels to maintain required cover for vertical notification to the Steel Erector if there has been a repair, OF WATER REDUCING ADMIXTURES. WELD TYPE VT MT UT PT RT COMMENTS 9 PP and requirements. resistance' wall reinforcement. replacement or modification of the anchor bolts/rods for that 3. INCLUDE AN AIR -ENTRAINING ADMIXTURE FOR ALL CONCRETE EXPOSED TO FILLET R = 3.0 "Structural Steel 12. Where walls sit on column footings, provide dowels for the wall. Dowels shall column. FREEZING AND THAWING IN SERVICE AND FOR ALL CONCRETE EXPOSED TO COLD (SINGLE PASS) 25% ROOT PASS AND FINISHED WELD 6. Loading applied to the structure during the process of construction shall not Systems not specifically be the same size and spacing as the vertical wall reinforcement, unless noted WEATHER DURING CONSTRUCTION, BEFORE ATTAINING ITS SPECIFIED DESIGN exceed the safe load -carrying capacity of the structural members. The live "Design designed for seismic otherwise, with lap splices as shown on the applicable sections. Install dowels COMPRESSIVE STRENGTH. REF. ACI 306 FOR DEFINITION OF COLD WEATHER. FILLET (MULTIPLE PASS) 50% ° 25% loads used in the design of this structure are indicated in the Criteria resistance" for steel structure. in the footing forms before concrete is placed. Do not stick dowels into 4. CLASS C OR F FLY ASH MAY BE USED AS A CEMENT SUBSTITUTE WITH A Notes". Do not apply any construction loads until structural framing is properly together all bracing is in footings after concrete is placed. CAST I N PLACE CONCRETE MAXIMUM 15% SUBSTITUTION RATE ON A LB. PER LB. BASIS. FLARE BEVEL/ FLARE V 25% connected and until permanent place. 9• SAFELY FACTORS: This structure has been designed with 'Safety Factors' in 13. Field bending of reinforcing steel is prohibited, unless noted on the drawings. 5. PROPORTION CONCRETE MIXES TO PROVIDE WORKABILITY AND CONSISTENCY TO GROOVE (PARTIAL REFERENCE NOTE 7. All ASTM and other referenced standards and codes are for the latest editions accordance with accepted principles of structural engineering. The fundamental 14. Minimum concrete cover over reinforcing steel shall be as follows, unless noted PERMIT CONCRETE TO BE WORKED READILY INTO THE CORNERS AND ANGLES OF PENETRATION) 100% - 100% - - 'E' BELOW of these publications, unless noted otherwise. nature of the 'Safety Factor' is to compensate for uncertainties in the design, otherwise on plan, section or note: 1. Details of fabrication of reinforcement, handling, and placing of the concrete, THE FORMS AND AROUND REINFORCEMENT BY THE METHODS OF PLACEMENT AND 8. ShopDrawings and other items shall be submitted to the SER for review prior to 9 P fabrication, and erection of structural building components. It is intended that construction of forms and placement of reinforcement not otherwise covered by CONSOLIDATION TO BE EMPLOYED, WITHOUT SEGREGATION AND EXCESSIVE BLEEDING. GROOVE (FULL PENETRATION) 100% - 100% ALL FULL PENE- TRATION WELDS fabrication. All shop drawings shall be reviewed by the Contractor before submittal. 'Safety Factors' be used such that the load -carrying capacity of the structure the Plans and Specifications, shall comply with the ACI Code requirements of concept n The SER's review is to be for conformance with the design P and general 9 does not fall below the design load and that the building will perform under MINIMUM COVER FOR REINFORCEMENT i d d t the t trevised date. latest 6. ADJUSTMENTS TO THE APPROVED MIX DESIGNS MAY BE REQUESTED BY THE A TestP r ocedures: compliance with the relevant Contract Documents. The SER's review does not PVT=Vi design load without distress. While the use of 'Safety Factors' implies some 2. Cold weather concreting shall be in accordance with ACI 306. Cold weather is R TEST RESULTS OR OTHER CONTRACTOR WHEN JOB CONDITIONS, WEATHER, Visual Test (inspection) ( P ) relieve the Contractor of the sole responsibility to review, check, and coordinate excess capacity beyond design load, such excess capacity cannot be adequately MINIMUM COVER, IN defined as a period when for more than 3 successive days the average daily CIRCUMSTANCES WARRANT. THESE REVISED MIX DESIGNS SHALL BE SUBMITTED MT =Magnetic Particle Test: ASTM E109, cracks or incomplete fusion the Shop Drawings prior to submission. The Contractor remains solely responsible predicted and SHALL NOT BE RELIED UPON. P air temperature drops below 40F and stays below 50F. The Contractor shall P P Y TO THE ARCHITECT ENGINEER FOR APPROVAL PRIOR TO USE. ARCHITECT/ENGINEER penetration not acceptable. for errors and omissions associated with the preparation of Shop Drawings as they SLABS AND JOISTS maintain a copy of this publication on site. UT = Ultrasonic Test: ASTM E164. pertain to member sizes, details, dimensions, etc. 3. Hot weather concreting shall be in accordance with ACI 305. Hot weather is PT = Penetrant Test, ASTM E165. 9• Submit Shop Drawings in the form of blueline/blackline prints (min. 2 sets/ max. TOP &BOTTOM BARS FOR DRY CONDITIONS: defined as any combination of the following conditions that tends to impair the RT = Radiographic Test, ASTM E94 and ASTM E142, min. quality level 2-21. 5 sets), unless the use of electronic submittals has been addressed in the FOUNDATIONS # 11 BARS & SMALLER 3" quality of the fresh) mixed or hardened concrete: high ambient temperature, q y Y g p STRUCTURAL STEEL NOTES B Acceptance standards in AWS D1.1 shall be followed for each test p Specifications or approved by the SER in writing. In no case shall reproductions /a high concrete temperature, low relative humidity, wind speed, or solar radiation procedure. of the Contract Documents be used as ShopDrawings. As a minimum, submit the g #14 & #18 BARS 1 y" The Contractor shall maintain a copy of this publication on site. C) Test procedures may be substituted to meet feasibility requirements of test followingitems for review 1. Proofroll slab on grade areas with a medium weight roller or other suitable 4. A certified Testing Agency shall be retained by Owner to perform industry conform h American Institute of Steel 1. Structural steel construction shall co fo to e based upon weld geometry or other factors with the approval of the SER. P 9 ry PP equipment to check for pockets of soft material hidden beneath a thin crust FORMED CONCRETE SURFACES EXPOSED TO EARTH, WATER, WEATHER, OR IN standard testing including measurement of slump, air temperature, concrete Construction " Specification for Structural Steel Buildings, Allowable Stress Design D ) Samples p s shall occur at random locations; additional tests may be required A. Concrete Mix Design(s). of better soil. Any unsuitable materials thus exposed should be removed and CONTACT WITH SEWAGE, OR BOTTOMS BEARING ON WORK MAT: cylinder testing, etc. to insure conformance with the Contract Documents. and Plastic Design" at locations noted on the Drawings. B. Reinforcing Steel Shop Drawings. replaced with compacted, engineered fill as outlined in the specifications. Submit reports to the Architect/Engineer. E) Groove welds include square, bevel, V, U, and J grooves including single C. Structural Steel Shop Drawings. Proofrolling operations shall be monitored by the Geotechnical Testing Agency. #5 BARS &SMALLER 1 y" 2. IIstructural wi flange mem members shall e ASTM A992 F =50 ksi. A deb a b y and double pass types. D. Pre -Manufactured Wood Truss and Wall Panel Systems. 2. All engineered fill beneath slabs and over footings should be compacted to a 5. FINISHING OF SLABS: After screeding, bull floating and floating operations 3. All plates, channels, bars, angles, and rods shall be ASTM A36, unless noted. P 9 F) Partial penetration square groove welds at end seal plates of tubular E. Helical Piers F. Cold -Formed Steel Framing dry density of at least 93% of the Modified Proctor maximum dry density #6 THROUGH #18 BARS 2" have been completed, apply final finish as indicated below, and as described in the Division 3 Cast In Place Concrete Specification of the Project Manual. P J 4. All structural tube members shall be ASTM A500, Fy=46 ksi unless noted. members do not require inspection. G) Weld Procedure Specifications be (ASTM D-1557). All fill which shall be stressed by foundation loads shall be (WPS) shall produced and maintained #53 crushed stone compacted to 95% or lean concrete fill. Coordinate all fill BEAMS & COLUMNS, FORMED A. Interior Floor Slabs Machine Trowel 5. Details for design, fabrication and erection of all structural steel shall be in in accordance with AWS D1.1. The independent Testing Agency shall have and com action o erations with the Specifications and the Subsurface P P P FOR DRY CONDITIONS: Finish accordance with the latest AISC Standards, unless otherwise noted or specified. access to all WPS's during the course of testing and inspection. 10. When calculations are included in the submittal for components of Work designed Investigation. B. Pedestrian Ramps, Stairs, &Sidewalks Broom Finish 6. Provide temporary erection guying and bracing as required. H For highly -restrained welded oints, es especially In thick plates and/or heavy )J P Y P / Y and certified by a Specialty Structural Engineer (SSE), the review by the Structural STIRRUPS, SPIRALS & TIES 1 y" C. Surfaces to Receive Topping Slabs Scratch Finish 7. Unless otherwise shown or noted on the Drawings, provide 8" minimum bearing structural shapes, detail the welds so that shrinkage occurs as much as Engineer of Record (SER) shall be for conformance with the relevant Contract 3. Compaction shall be accomplished by placing fill in approximate 8" lifts and D. Surfaces to receive thick -set mortar Float Finish each end for all loose lintels and beams. possible in the direction the steel was rolled. Refer to the AISC Manual Documents. The SER's review does not relieve the SSE from responsibility for the mechanically compacting each lift to at least the specified minimum dry PRINCIPAL REINFORCEMENT 2" beds or similar cementitious materials for preferred welded -joint arrangements that reduce the possibility for design of their system(s) and the coordination with the elements of the structure density. For large areas of fill, field density tests shall be performed for each 8. For loose lintels, masonry shelf angles and other such items generally not lamellar tearing. Members scheduled to receive highly -restrained under the certification of the SER, or other SSE's. The SER's review does not 3,000 square feet of building area for each lift as necessary to insure EXPOSED TO EARTH, WATER, SEWAGE, OR WEATHER: sample Sample Finishes: See the SP P Specifications for le and mockup requirements, q shown on the Structural Drawings, refer to the Architectural Drawings. See connections shall be tested by the independent Testing Agency by constitute a warrant of the accuracy or completeness of the SSE's design. adequate compaction is being achieved. if any general notes on lintels this sheet for sizes, reinforcing, etc. Ultrasonic Testing prior to commencing welding. STIRRUPS &TIES 2" 9. Steel columns below grade shall be encased in a minimum of 4" concrete or 11. Contractors shall visit the site prior to bid to ascertain conditions which may 4. Column footings and wall footings to bear on approved native soil or Floor Tolerances: Measurement of gaps beneath a 10 -foot straightedge may painted with 2 coats of asphaltum paint, unless otherwise shown. adversely affect the Work or cost thereof. engineered fill with an allowable bearing pressure of 3,000 PSF and 2,400 PSF PRINCIPAL REINFORCEMENT 2 Y" be used in lieu of Ff and FI testing. for column and wall footings respectively. Bearing pressure must be confirmed 10. Fabricate simple span beams not specifically noted to receive camber so that 12. No structural member may be cut, notched, or otherwise reduced in strength by the Geotechnical Inspection Agency during construction. Refer to the WALLS 6. FINISHING OF FORMED SURFACES: Finish formed surfaces as indicated below, after erection, any minor camber due to rolling or shop assembly be upward. SPECIALTY STRUCTURAL without written direction from the SER. Subsurface Investigation & Geotechnical Recommendation report prepared by Alt & Witzig Engineering Inc., A&W Project No. 121N0407, Dated August 6, 2012. FOR DRY CONDITIONS: and as described in the Division 3 Cast In Place Concrete Specification of the 11. Refer to the Division 5 Structural Steel Specification of the Project Manual for 13. When modifications are proposed to structural elements under the design and Project Manual. structural steel surface preparations and prime painting requirements. ENGINEERING (SSE) certification of a SSE, written authorization by the SSE must be obtained and It is essential that the foundations be inspected to insure that all loose, soft, # 11 BARS &SMALLER 3 ' 12. Provide cap plates/end plates to close off exposed, open ends of all tubular submitted to the SER for review prior to performing the proposed modifications. P P 9 P P or otherwise undesirable material such as organics, existing uncontrolled fill, ( g g 14 & 18 BARS # # A. Sides of Footings Rough Form Finish members, unless noted. Seal weld with partial penetration square groove welds P P q g etc.) is removed and that the foundations will bear on satisfactory material. 1 Y" B. Sides of Grade Beams Rough Form Finish for watertight condition. 9 1. A Specialty Structural Engineer SSE is defined as a Professional Engineer P Y 9 (SSE) 9 The Geotechnical Testing Agency shall inspect the subgrade and perform any FORMED CONCRETE SURFACES EXPOSED TO EARTH, C. Surfaces not exposed to public view Rough Form Finish D. Surfaces exposed to public view Smooth Form Finish licensed in the State of Indiana, not the Structure Engineer of Record SER g (SER), necessary tests to insure that the actual bearing capacities meet or exceed WATER, SEWAGE, WEATHER, OR IN CONTACT WITH 2" who performs Structural Engineering functions necessary for the structure to be P g g y DESIGN CRITERIA the design capacities. The Geotechnical Testing Agency shall verify the bearing GROUND: 7. The Contractor shall consult with the Engineer before starting concrete work to completed and who has shown experience and/or training in the specific capacity at each spread column footing and every 10 feet on center for strip establish a satisfactory placing schedule and to determine the location of specialty. footings prior to placement of concrete. FOOTINGS &BASE SLABS construction joints so as to minimize the effects of shrinkage in the floor 2. It is the SSE's responsibility to review the Construction Drawings and 1. DESIGN STANDARDS: The intended design standards are as follows: system. Specifications to determine the appropriate scope of engineering. 5. Place footings the some day the excavation is performed. If this is not AT FORMED SURFACES &BOTTOMS BEARING ON 2 General The 2008 Indiana Building Code (2006 International possible, the footings shall be adequately protected against any detrimental CONCRETE WORK MAT 8• Sawn or tooled control/contraction joints shall be provided in all slabs on 3. It is the intent of the Drawings and Specifications to provide sufficient Building Code [IBC] with Indiana Amendments) change in condition, such as from disturbance, rain, or freezing. rade. For a framed structure, joints shall be located on all column lines. 9 1 information for the SSE to perform his design and analysis. If the SSE 9 Y AT UNFORMED SURFACES & BOTTOMS IN CONTACT If the column spacing exceeds 15'-0", provide intermediate joints. Interior determines there are details, features, or unanticipated project limits which Masonry ACI 530 6. It is the responsibility of the Contractor and each Sub -Contractor to verify the WITH EARTH slabs without columns shall have joints spaced a maximum of 15'-0" apart. 1 P P conflict with the engineering requirements as described in the project Steel AISC Manual, Allowable Stress Design (ASD) location of all utilities and services shown, or not shown; and establish safe Layout joints that maximum aspect ratio (ratio of long side to short side) documents, the SSE shall in a timely manner, contact the SER for resolution working conditions before commencing work. TOP OF FOOTINGS SAME AS SLABS does not exceed 1.5. of conflicts. Cold -Formed Metal AISI-ASD Wood Framing NDS 7. The Contractor shall layout the entire building and field verify all dimension OVER TOP OF PILES 2" 9. Where vinyl composition the vinyl sheet goods, thin -set epoxy terrazzo, or Y P Y 9 P Y 4. The SSE shall forward documents to the SER for review. Such documents shall Wood Trusses TPI prior to excavation. other similar material is the specified finish floor material, the Contractor shall bear the stamp of the SSE and include: 2. DEAD LOADS: Gravity dead loads used in the design of the structure are as coordinate the locations of control/contraction and construction joints with the A) Drawings introducing engineering input, such as defining the configuration computed for the materials of construction incorporated into the building, STEEL STAIRS Finish Flooring Contractor. Submit a dimensioned plan showing joint locations or structural capacity of structural components and/or their assembly into including but not limited to walls, floors, roofs, ceilings, stairways, fixed and proposed sequence of floor pours. structural systems. partitions, finishes, cladding, and other similar architectural and structural items, as well as mechanical, electrical and plumbing equipment and fixtures, and 1. Refer to the Design Criteria notes for live load and handrail requirements. 10. Joints in slabs to receive a finish floor may remain unfilled, unless required by B) Calculations. C) Computer printouts which are an acceptable substitute for manual material handlingand fixed service equipment, includin the weight of cranes. 9 9 2. All stair designs shall be provided by the Stair Manufacturer/Fabricators SSE the Finish Flooring Contractor. All exposed slabs shall be filled with sealant as calculations provided the are accompanied b sufficient design P Y P Y 9 and shall be stamped by a Professional Engineer registered in the State of specified in Division 7. Defer filling of joints as long as possible, preferably a assumptions and identified input and output information to permit their P P P 3. LIVE LOADS: Gravity live loads used in the design of the structure meet, or exceed the ns Indiana. Stair designs shall be in accordance with all applicable code g pp minimum of 4 to 6 weeks after the slab has been cured. Prior to filling, remove all debris from the slab joints, then fill in accordance with the proper evaluation. Such information shall bear the stamp of the SSE as following table (IBC 2006, 1607.1): provisions of the IBC. manufacturer's recommendations. an indication that said SSE has accepted responsibility for the results. OCCUPANCY OR USE UNIFORM (PSF) CONCENTRATED (LB) 3. The Stair Manufacturer/Fabricator's SSE shall provide the SER with drawings 11. Refer to the Architectural Drawings for locations and details of reveals (1" 5. Contractors are referred to the specific technical specification sections and thestructural drawings for those elements requiring Specialty Structural Engineering. g q P y showinglocation, direction and magnitudes of all stair load reactions on the 9 maximum depth) in exposed walls. r Examples of components requiring Specialty Structural Engineering include, but A. Balconies (Exterior) 60 building structure for approval, prior to fabrication. are not limited to the following: 12. Refer to the Architectural Drawings for chamfer requirements for corners of B. Commercial & Corridors 100 - - - 4. The Stair Manufacturer/Fabricator shall coordinate the transition between the concrete. Where not indicated, provide %" chamfers on exposed corners of A) Steel Stairs. C. Residential supported structural floor slab and the stair structure with the Structural Steel concrete except those abutting masonry. B) Prefabricated Wood Trusses. 1. Multi -Family Dwellings Fabricator, prior to fabrication. 13. Refer to the Architectural Drawings for exact locations and dimensions of C Prefabricated Wood Wall Panels. ) a. Private Rooms & Corridors 40 slabs, ramps, stairs, thickened slabs, etc. Slope slabs to drains D) Helical Piers b. Public Rooms & Corridors 40 - - -recessed 5. Refer to the Architectural Drawings for stair width, rise, run, tread and riser where shown on the Architectural and Plumbing Drawings. E) Cold -Formed Steel Framing D. Stairs & Exits geometry, handrail and guardrail design, shaft wall construction, etc. 1. Typical 100 300 on A=4 sq. in. 14. Sidewalks, stoops, aprons, drives exterior retaining walls and other site � � 6. When modifications are proposed to elements under the design and certification concrete are not indicated on the Structural Drawings. Refer to the Site/Civil of the SSE, written authorization by the SSE must be obtained and submitted and Architectural Drawings for locations, dimensions, elevations, jointing and to the SER for review prior to performing the proposed modification. finishing details. SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract.On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 1 ADDENDUM #1 10-21-13 2 REVISIONS 02-19-14 ISSUE -i 02/19/2014 PAB/JLH _ w C U) C6 W z f, z �"""' +.J �� f d U w ,. W �' f _ U W � x I- 0 •� . U a N U' u)N � z) W � ," N J � ] Vr/ K m - 'a > CS06 f^ / � .w 0) U � ::, z N I" .� de = w`_; tz f s� of Ir M J wz �_ J w `,' a UZ r0 r) e .: a 0 U ' Of Q <M > U Uj wa I" X< U _ Z o U N O 0 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract.On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 1 ADDENDUM #1 10-21-13 2 REVISIONS 02-19-14 ISSUE " oCiW 02/19/2014 PAB/JLH _ w C U) C6 W z f, z �"""' ;. I f11 V d Z W ,. qJ w 0 � U ''i/////i, %/////i 01f W 3: U a N U' u)N � z) � I- N , ' ca Q L f^ / J Q uj .L a)V = z �'': Of w N 0 U Z_ tz 0LOV 00 C7 M J wz J w UZ c Uj wa I" SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract.On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 1 ADDENDUM #1 10-21-13 2 REVISIONS 02-19-14 ISSUE " oCiW 02/19/2014 PAB/JLH PAB C U) C6 z z U)11 -0N N �_ E Q) m WCULO w 0 2 U U�__ 01f W 3: U a N W u)N � z) N I..L Q L f^ / .L a)V = z H_ N 0 0LOV 00 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract.On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 1 ADDENDUM #1 10-21-13 2 REVISIONS 02-19-14 DATE ISSUE CHECKED BY 02/19/2014 PAB/JLH DATE DRAWN BY CHECKED BY 02/19/2014 PAB/JLH PAB DRAWING TITLE: STRUCTURAL NOTES & SCHEDULES CERTIFIED BY: 111111111/�� QP ..��G\STE/Z7 J yFO ••• F t = No. 890277 I. % _ ,'O STATE OF : Gu ' C� •••.• SND I ANP•. � , - )� '///i ,SyO N L � \�`ell \ //I DRAWING NUMBER PROJECT NUMBER 12089 _ 2 SPI RAL STAIR \\451 SCALE: 1/2" = 1'-0" -- - SECTION Z M Q w Cn of M_THIRD FLOOR EL: 27'- 4' _ M SECOND FLOOR EL: 16'- 4" 3'-3" SPIRAL STAIR PLAN SCALE: 1/2" = 1'-0" 04 oM M W � U) ICU -- z U) L N (D �z -- N E mOL W co L O � Uco UH L UJ U) T L rAr' i !n QV 1 L_ Z00 LoZ � O co U SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. ' drawings do not necessarily indicate or describe all The d a s 9 Y work required for full performance and completion of the requirements of the Contract. t. e On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. i REVISIONS: 1 ADDENDUM #1 10-21-13 II 4 Construction Issue 02-24-14 i ISSUE DATE DRAWN BY CHECKED BY 02/24/14 CWP BDB DRAWING TITLE: BUILDING 2 - STAIR PLANS AND DETAILS CERTIFIED BY: �I I AR 00880145 \ i I j DRAWING NUMBER 2A451"//1� PROJECT NUMBER 12089 L.L DRAWN BY w V J W Z Z w Z J Q CN M UJ ,f.v O W N T. z O "? U z a� W c c G Lu F- UZ w Z w > • C UC8 J Z m v 2 � N F- L- 2 L ZLL- W 0V Q i X, X U Q 0 U N O N L.L DRAWN BY w V J W Z Z w Z J Q CN M UJ O co N L N H U CA a� ° � c c G Lu F- UZ w Z w W w .`�. c Q V UZ J Z m v 2 � �y a L- 2 %, For SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY V J Z CN M UJ O co N L N z U mUJ U � a� ° � c c G U Of w , w Q F— o M w �y X J Q ZLL- SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: SYMBOLS AND ABBREVIATIONS - MECHANICAL CERTIFIED BY: -� 60870242 p '• STATE OF 1wool tl / RAWING NU IV ER PROJECT NUMBER 13003 w OJ U) CN Z M w C CO G Ca Z:) Nz U M W O W oCC � o i w c _ w -0`� > � � w Q M Of J Q Z U - SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W 06/07/13 W rZ (D Z W J Q s W \OW, .... W Z .N , J J Cn V Z 'w UZis WC8n S2 W Z w W c W U_Z_ J Zm U 2 � r � J wa P L U J x .21 W r - H � a s, w = ° a x o to U N O N U) CN Z M w C CO G Ca Z:) Nz U M W O W oCC � o i w c _ w -0`� > � � w Q M Of J Q Z U - SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W 06/07/13 W rZ (D Z W J Q \OW, .... J Cn V W UZis J CO S2 W Z w W c W U_Z_ J Zm U 2 � J wa v U) CN Z M w C CO G Ca Z:) Nz U M W O W oCC � o i w c _ w -0`� > � � w Q M Of J Q Z U - SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: SITE PLAN - MECHANICAL - ELECTRICAL CERTIFIED BY: =-O..608702 �c1Ik c _ STATS OFME101 / RAWING NU IV�ER PROJECT NUMBER 13003 1 1.6 2 2.1i 2.6 2.9: 3 4 I �2 2_1) 2.6) 293 4 BUILDING 1 -FLOOR 1 PLAN SCALE: 1/8" = 1'-0" l� f ' 1 UNIT Al B (MIRRI 1H301 L I f � L7 9k�3 BUILDING 1 FLOORS 2,3,4,5 PLANS SCALE: 1/8" = V-0" PLAN NOTES: U REFRIGERANT PIPING UP TO ROOF INSIDE WALL CAVITY (TYPICAL). OMOUNT THERMOSTAT TEMPORARILY ON THE UNIT. ALLOCATE ENOUGH CONTROL WIRE FOR FUTURE RELOCATION. U) CV Z M w O CC �' N z C) m N q O cwc E 0 0 � G U L W �..; W _ U) j Q co w �y X i..� X J Q LL Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. �IF REVISIONS: I ISSUE DATE DRAWN BY w 06/07/13 LU ... ... .... .. -t- (D Z as LU J Q Z r 1 W 0 •Poo w z �+••I z W w a r LU Vw^^ Q U _Z J 22 = Zm v / LI • M IM UC8 ---- 06 y r y L W - = Q j U � rL� L Q Q U N O N U) CV Z M w O CC �' N z C) m N q O cwc E 0 0 � G U L W �..; W _ U) j Q co w �y X i..� X J Q LL Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. �IF REVISIONS: I ISSUE DATE DRAWN BY w 06/07/13 LU ... ... .... .. Z (D Z as LU J Q i— W Q w U Z z wZ _ w a r LU Vw^^ Q U _Z J 22 = Zm v 20 W a IM 2 ---- U) CV Z M w O CC �' N z C) m N q O cwc E 0 0 � G U L W �..; W _ U) j Q co w �y X i..� X J Q LL Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. �IF REVISIONS: I ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: BUILDING 1 - FLOORS 17 2-5 PLANS - HVAC CERTIFIED BY: N0. -~, 60870242 STATE OF .' A'�;%NAS>�`1'��`/l• /ff� RAWING NLWEf H 2 0 R PROJECT NUMBER 13003 L.L DRAWN BY W U) W Z z Z W Z �J LL W D O U WN -11 .. OfF- LLJ U s CU W Z_ J �n a 11 • Poo UZ_ V W W Z W W W _ Q V U_ Z_ J SG Zm r Lw M � C8 • n^ f y U otS w{ w? y E N Z U x U LL %- a � 2 a f U N O N L.L DRAWN BY W U) W Z z Z W Z �J LL W D O U WN -11 .. OfF- �_ N U) CU J Z UU) a 2W UZ_ J (D W W Z W W -C) _ Q V U_ Z_ J SG Zm Lw M 0y L) W n 000 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY U) Z CV M W O `—CNd- �_ N z CU m w o W co D ° N co L W W -C) C/) > Lw M 0y X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07113 DRAWING TITLE: BUILDING 1 ROOF PLAN - HVAC CERTIFIED BY: ``0\111111111///10i' > No. -c :60870242 !Q, STATE OF NO IN PROJECT NUMBER 13003 LJ. DRAWN BY W 06/07/13 W Z Z W J Q H W — f Z I 1 (� T^R JJ • ^ ,� t. J (D Z d' W LLJ J � a W Z �_ /W Z QV U_ Z J e_,) = Zm � _D r W x N W L M 2 Q - O U) U N O N LJ. DRAWN BY W 06/07/13 W Z Z W J Q H U) QZ U) d' W U Z W Z �_ /W QV U_ Z J e_,) = Zm � _D W � U) CV Z cy") W CD G IM i N z U m W a' 0 UJ o2 CU a L L1J v � Q, _ w -0`� > 72 LU Q M �y � J LL- Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicatedor described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: BUILDING 1 - UNIT PLANS - HVAC CERTIFIED BY: No. �L:60870242'c,.-- p '; STATE OF ttYH301 ION / RAWING Nl 1�1�,8ER PROJECT NUMBER 13003 LL DRAWN BY W 06/07/13 W -r w 0 Z g $� W J Q LLJ f >.. . W Z ^. c� •Poo U) W _ Jin U ZLLJ - C8_ . y c 06 w � , N L � "" L ULU J x H Poor rt a � L ti ` Q 0 U N O N 0 LL DRAWN BY W 06/07/13 W Z 0 Z g $� W J Q >.. . c� U) _ tY w U ZLLJ - W c a (D w U_ Z_ Zm � 2 � LLI W%, Z Poor V J CN Z M W C) C-0 N Z U m N O L1J E 0 LU L— o co o N L W w 11- w co �y X LL X J Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: BUILDING 2 - FLOOR PLANS 1112,3 - HVAC CERTIFIED BY: ,,, -o * 60870242 - � = p•� STATF OF .'cam o ........... Olrl' ION / RAWING NI(�48ER H201 PROJECT NUMBER 13003 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 (MA1 MB; UJ U) w I H �> z AIR-COOLED B E J � Q O J Q CONDENSING CV M w UNIT ON ROOF H501 H501 O W (TYPICAL) .. z EqXV CP - -- - - -- - M10 PIPE THRU ROOF D ? U Q iii (TYPICAL) H501 a) C 0 � w IQ All UZ_ z PIPE THRU ROOF D UJ z -w ui a - W (TYPICAL) H501 U z o�c Zm -----M9 T_ w CS/_ �- � � AIR-COOLED LU N ma CONDENSINGB E � J Q 06 UNIT ONiROOF H501 H501 (TYPICAL') r_ N ---- - - - M8 LL W A All AIR-COOLED B E CONDENSING UNIT ON ROOF H501 H501 x (TYPICAL) Q - - - - - M7 PIPE THRU ROOF D (TYPICAL) H501 +- - - - - - -- - M6; d AIR-COOLED B E M I L U Q CONDENSING UNIT ON ROOF H501 501 0 coU (TYPICAL) N -- - - - M5 PIPE THRU ROOF D O N (TYPICAL) H501 Auk Al Al - i . M4l I' AZ A2 AIR-COOLED CONDENSING E UNIT ON ROOF H501 (TYPICAL) i --- -- - M3 PIPE THRU ROOF F (TYPICAL) H501 i All Q AIR-COOLED CONDENSING E UNIT ON ROOF H501 (TYPICAL) PIPE THRU ROOF F (TYPICAL) H501 i I BUILDING 2 - ROOF PLAN - HVAC SCALE: 1/e = t' -Cr SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY UJ U) w H �> z { Z J � Q O J Q CV M w O SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY UJ U) w z 5 z { Z N Z J Q CV M w O W 11101�< .. z N ? U Q iii z. a) C 0 � w CwC G UZ_ z � UJ z -w ui a - W J U z o�c Zm U T_ w CS/_ • LU N ma � J Q 06 r_ N LL W t x Q d M I L U Q 0 coU N O N SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY UJ U) w z 5 z ' w Z J Q CV M w O co 11101�< D H N ? U Q iii z. a) C 0 � w CwC G UZ_ J 0 � UJ z -w ui a - - J U z o�c Zm U T_ w LU ma SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY U) Z CV M w O co N 19:r N ? U CO a) C 0 W 0 CwC G U0 � >` w }; w - _ CO j Q �- M w � J Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY 06/07113 DRAWING TITLE: BUILDING 2 - ROOF PLAN - HVAC CERTIFIED BY: %0%%%%l = No. = -� 60870242 p % STATE OF / RAWING NIUH202 S ER PROJECT NUMBER 13003 MB' A U 2H301 TOP OF ACU -2 NIT A4 ONE BEDROOM FLAT HVAC SCALE: 1/4" = 1'-0" M1\ DRYER VENT LENGTH CALCULATION SYSTEM COMPONENT QUANTITY UNITS EQUIVALENT LENGTH/UNIT (FT.) TOTAL EQUIVALENT LENGTH 4"0 HORIZ. RIGID DUCT 26 LF 1 26 4"0 VERT. RIGID DUCT 8 LF 1 8 4"0 - 90' ELBOW 4 EA 5.0 20 SYSTEM TOTAL EQUIVALENT LENGTH 54 VENTILATION CALCULATIONS PER ASHRAE 62.1-2007, 5.1 UNIT A4 761 SQ. FT. X 4% = REQUIRED OPENABLE 30.4 SQ. AREA FT. TYPE QUANTITY SIZE (FT. X FT.) OPENABLE AREA (SQ. FT.) DOOR 1 23 3' X 7' 21 PATIO DOOR "D2" 2 8 6' X 8' 48 WINDOW "A" 2 20 6' X 6'-8" 26 TOTAL AREA PROVIDED 125 CG 12 6 95 MA IMB REFRIGERANT PIPES UP TO ROOF INSIDE WALL CAVITY (TYPICAL) B UNIT A3 UPPER LEVEL HVAC 2H301 SCALE: 1/4" = 1'-0" (MB) �UNIT A3 -L 2H301 Ra OWER FLOOR HVAC SCALE: 1/4" = 1'-0" J DRYER VENT LENGTH CALCULATION SYSTEM COMPONENT QUANTITY UNITS EQUIVALENT LENGTH/UNIT (FT.) TOTAL EQUIVALENT LENGTH 4"0 HORIZ. RIGID DUCT 23 LF 1 23 4"0 VERT. RIGID DUCT 8 LF 1 8 4"0 - 90' ELBOW 4 EA 5.0 20 SYSTEM TOTAL EQUIVALENT LENGTH 51 VENTILATION CALCULATIONS PER ASHRAE 62.1-2007, 5.1 UNIT A3 812 SQ. FT. X 4% = REQUIRED OPENABLE AREA 32.5 SQ. FT. TYPE QUANTITY SIZE (FT. X FT.) OPENABLE AREA (SQ. FT.) DOOR 1 1 3' X 7' 21 WINDOW "A" 2 1 6' X 6'-8" 13 TOTAL AREA PROVIDED EA 34 14"X10"�' 14"0 FLEX. TRANSITION TO ACU -1 OUTLET \ CG 100 12 6 yr iv Rvvr irc3iur- WALL CAVITY (MA? IMB) r -D-` UNIT A2 - STUDIO FLAT HVAC 2H301 SCALE: 1/4" = 1'-0" DRYER VENT LENGTH CALCULATION SYSTEM COMPONENT QUANTITY UNITS EQUIVALENT LENGTH/UNIT (FT.) TOTAL EQUIVALENT LENGTH 4"0 HORIZ. RIGID DUCT 25 LF 1 25 4"0 VERT. RIGID DUCT 8 LF 1 8 4"0 - 90' ELBOW 3 EA 5.0 15 SYSTEM TOTAL EQUIVALENT LENGTH 48 125 CG 12 6 - - cn -- P M w � Q W O 6"0 _ 75 CG 12 4 150 0G 1276 0606 w E z W W1= W LU � LALJ U_Z C-0 Z m 4 ri rt 3"0 EXHAUST IN 2 2 X 77i 2 WALL. TRANSITION z -_- U - TO 4"0 ABOVE - CEILING -- VENT CAP WITH BACKDRAFT j DAMPER r-7 " 4� --- - DRYER VENT - WALL CAP 74 1 2 I II I' ACU -1 -- — - -- / / 7"0 "0 �� \ 150CG oma, 12 6 \ CG 100 12 6 yr iv Rvvr irc3iur- WALL CAVITY (MA? IMB) r -D-` UNIT A2 - STUDIO FLAT HVAC 2H301 SCALE: 1/4" = 1'-0" DRYER VENT LENGTH CALCULATION SYSTEM COMPONENT QUANTITY UNITS EQUIVALENT LENGTH/UNIT (FT.) TOTAL EQUIVALENT LENGTH 4"0 HORIZ. RIGID DUCT 25 LF 1 25 4"0 VERT. RIGID DUCT 8 LF 1 8 4"0 - 90' ELBOW 3 EA 5.0 15 SYSTEM TOTAL EQUIVALENT LENGTH 48 VENTILATION CALCULATIONS PER ASHRAE 62.1-2007, 5.1 UNIT A2 578 SQ. FT. X 4% = REQUIRED OPENABLE AREA 23.1 SQ. FT. TYPE QUANTITY SIZE (FT. X FT.) OPENABLE AREA (SQ. FT.) DOOR 1 3' X 7' 21 PATIO DOOR "D2" 2 D 6' X 8' 48 TOTAL AREA PROVIDED Z 69 M10) GENERAL MECHANICAL NOTES: 1. ALL HVAC WORK TO BE PERFORMED BY A LICENSED HVAC CONTRACTOR 2. ALL WORK TO MEET THE LATEST EDITION OF THE INDIANA MECHANICAL CODE AND THE RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AN OPERATIONAL HEATING/COOLING DUCTWORK SYSTEM. 4. PROVIDE ADJUSTABLE SUPPLY FLOOR/WALL DAMPERS AND BALANCING DAMPERS AS INDICATED. 5. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. WATER HEATER PANS REQUIRED TO BE "PLENUM RATED" SHALL BE METAL. 6. FOAM SEAL ALL PVC REFRIGERANT CARRIER PIPES AT BOTH ENDS. 7. USE LONG SWEEP ELBOWS ON PVC REFRIGERANT CARRIER PIPES. 8. REFER TO ARCHITECTURAL DRAWINGS AND LARGE SCALE LAYOUTS FOR INDIVIDUAL APARTMENT LAYOUTS. NOTE: THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR MECHANICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE MECHANICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPETE AND OPERATING INSTALLATION WHETHER OR NOT INDICATED ON THESE DOCUMENTS. PLAN NOTES: O4" GALVANIZED EXHAUST DUCT FROM VENT TO DRYER BOX OR FAN. PROVIDE VENT HOOD WITH BACKDRAFT DAMPER, COLOR BY ARCHITECT. SEAL AND INSULATE AT WALL PENETRATIONS. OFIRE RATED DAMPER. SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY 0 V J LU -r z z w J U z J Q D Z G n N SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY 0 V J LU -r z 5 z W z J Q D Z G n N w cn U M w � Q W O O 0 Cn _ �w 0606 w E z W W1= W LU � LALJ U_Z C-0 Z m U rt LU 0- 2 2 X J Q z U - SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY w V J LU z 5 z W z J Q D � G CIO N cn U M w � Q W O O 0 Cn _ �w U S e= _Z z W W1= W LU � LALJ U_Z C-0 Z m U LU 0- 2 2 X SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY V J z CN Ch � G CIO N z U M w LN —q) O O 0 Cn ICU , W 1 2 M W �y X J Q z U - SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: BUILDING 2 - UNIT PLANS - HVAC CERTIFIED BY: `` XXIIIlltlll////,,�i/ =:60870242: p'. STATE OF u� 0111JI1511,111111*111, \\` A / PAWING NI I�ER H 3 0 PROJECT NUMBER 13003 LL DRAWN BY W 06/07/13 W...:...:... .::. -r W � `L) "�Iwwaoll70 J Q a WLU LL DRAWN BY W 06/07/13 W...:...:... .::. -r /Z V Z W J Q a WLU r ' Z ^ X ^ CO ' Poo J Z Z �I _ LU - LLI wZ zc� =; J w d rW 9 C8 f-- PSItX M d U 06 N y N W %cp W o ✓ x H rt a L V 2 Q U U N O N LL DRAWN BY W 06/07/13 W...:...:... .::. /Z V Z W J Q a cc H J Z W U Z - LLI wZ zc� =; w d rW LAJ Q V U_Z_ J Zm U - Q� W %cp U) CV Z M LU Cfl CU tet' ZD N Z U m W W oE o ° i w U a N _ W Cn Q � M W X � X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: BUILIDNG 2 - UNIT PLANS - HVAC CERTIFIED BY: ...... T fRF lig`'% No. x:60870242; p'. STATE OF PROJECT NUMBER 13003 B UNIT B3 - UPPER LEVEL - HVAC 2H303 SCALE: 1/4" = 1'-0" A 2H303 UNIT B4 - UPPER LEVEL - HVAC SCALE: 1/4" = 1'-0" % M6 i DRYER VENT WALL CAP VENTCAP W/BACKDRAFT DAMPER TYP. MBl T r-T-� UNIT B3 LOWER LEVEL HVAC 2H303 SCALE: 1/4" = 1'-0" 4"0 (-2 0 0014 8" X 8" SUPPLY F x 00 6"0 y VENTCAP W/BACKDRAFT I -4 DAMPER TYP. r FTi M4; — m 3"0 EXHAUST UP INSIDE WALL rT UNIT B4 LOWER LEVEL - HVAC 2H303 SCALE: 1/4" = 1'-0" DRYER VENT LENGTH CALCULATION SYSTEM COMPONENT QUANTITY UNITS EQUIVALENT LENGTH/ UNIT TOTAL EQUIVALENT LENGTH 4"0 HORIZ. RIGID DUCT 24.5 LF - 24.5 4"0 VERT. RIGID DUCT 8 LF - 8 4"0 - 45' ELBOW - EA 2.5 0 4"0 - 90' ELBOW 3 EA 5.0 15 SYSTEM TOTAL EQUIVALENT LENGTH 47.5 VENTILATION CALCULATIONS PER ASHRAE 62.1-2007, 5.1 UNIT B3 (5TH FLOOR) 1275 SQ. FT. X 4% REQUIRED OPENABLE AREA = 51.0 SQ. FT. TYPE QUANTITY SIZE (FT. X FT.) OPENABLE AREA (SQ. FT.) DOOR 1 - 3' X 7' 21 PATIO DOOR "D2" 1 - 6' X 8' 24 WINDOW "B" 3 2.5 6' X 8' 0 TOTAL AREA PROVIDED EA 45 VENTILATION CALCULATIONS PER ASHRAE 62.1-2007, 5.1 UNIT B3 (3RD FLOOR) 1275 SQ. FT. X 4% REQUIRED OPENABLE AREA = 51.0 SQ. FT. TYPE QUANTITY SIZE (FT. X FT.) OPENABLE AREA (SQ. FT.) DOOR 1 - 3' X 7' 21 PATIO DOOR "D2" 3 - 6' X 8' 72 WINDOW "F" 1 2.5 5'-8" X 8' 0 TOTAL AREA PROVIDED EA 93 DRYER VENT LENGTH CALCULATION SYSTEM COMPONENT QUANTITY UNITS EQUIVALENT LENGTH/ UNIT TOTAL EQUIVALENT LENGTH 4"0 HORIZ. RIGID DUCT 25.5 LF - 25.5 4"0 VERT. RIGID DUCT 8 LF - 8 4"0 - 45° ELBOW - EA 2.5 0 4"0 - 90' ELBOW 3 EA 5.0 3 SYSTEM TOTAL EQUIVALENT LENGTH 36.5 fr 0 0 J L2 to VENTILATION CALCULATIONS PER ASHRAE 62.1-2007, 5.1 UNIT B4 (5TH FLOOR) 1360 SQ. FT. X 4% REQUIRED OPENABLE AREA = 54.4 SQ. FT. TYPE QUANTITY SIZE (FT. X FT.) OPENABLE AREA (SQ. FT.) DOOR 1 3' X 7' 21 PATIO DOOR "D2" 1 6' X 8' 24 WINDOW "B" 3 6' X 8' 0 TOTAL AREA PROVIDED 45 VENTILATION CALCULATIONS PER ASHRAE 62.1-2007, 5.1 UNIT B4 (,ARD FLOOR) 1360 SQ. FT. X 4% REQUIRED OPENABLE AREA = 54.4 TYPE QUANTITY SIZE (FT. X FT.) OPENABLE AREA (SQ. FT.) DOOR 1 3' X 7' 21 PATIO DOOR "D2" 3 6' X 8' 72 WINDOW "F" 1 5'-8" X 8' 0 TOTAL AREA PROVIDED 93 GENERAL MECHANICAL NOTES: 1. ALL HVAC WORK TO BE PERFORMED BY A LICENSED HVAC CONTRACTOR 2. ALL WORK TO MEET THE LATEST EDITION OF THE INDIANA MECHANICAL CODE AND THE RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AN OPERATIONAL HEATING/COOLING DUCTWORK SYSTEM. 4. PROVIDE ADJUSTABLE SUPPLY FLOOR/WALL DAMPERS AND BALANCING DAMPERS AS INDICATED. 5. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. WATER HEATER PANS REQUIRED TO BE "PLENUM RATED" SHALL BE METAL. 6. FOAM SEAL ALL PVC REFRIGERANT CARRIER PIPES AT BOTH ENDS. 7. USE LONG SWEEP ELBOWS ON PVC REFRIGERANT CARRIER PIPES. 8. REFER TO ARCHITECTURAL DRAWINGS AND LARGE SCALE LAYOUTS FOR INDIVIDUAL APARTMENT LAYOUTS. NOTE: THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR MECHANICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE MECHANICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPETE AND OPERATING INSTALLATION WHETHER OR NOT INDICATED ON THESE DOCUMENTS. PLAN NOTES: O4" GALVANIZED EXHAUST DUCT FROM VENT TO DRYER BOX OR FAN. PROVIDE VENT HOOD WITH BACKDRAFT DAMPER, COLOR BY ARCHITECT. SEAL AND INSULATE AT WALL PENETRATIONS. OFIRE RATED DAMPER. U) F— CV wC'7 G co N Z U m N q 0 w E 0 LU 0 L w " _w Q �-- w M �y X LL LL - X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W 06/07/13 W z z: w J � U 0 W v =. U) F— CV wC'7 G co N Z U m N q 0 w E 0 LU 0 L w " _w Q �-- w M �y X LL LL - X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W 06/07/13 W z Z c W v =. LU z _ - ERw U z .'_ W W W w r .. Q V U Z J GG ' zm U 06 N _ ULU /� x U v ♦ n ,_ !^ d Q a U) F— CV wC'7 G co N Z U m N q 0 w E 0 LU 0 L w " _w Q �-- w M �y X LL LL - X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W 06/07/13 W z Z w - ERw U z .'_ Z W W w r .. Q V U Z J GG ' zm Ua U) F— CV wC'7 G co N Z U m N q 0 w E 0 LU 0 L w " _w Q �-- w M �y X LL LL - X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: BUILDING 2 - UNIT PLANS - HVAC CERTIFIED BY: No. =60870242'= STATE OF / RAWING NLUSER H303 PROJECT NUMBER 13003 FAN COIL UNIT SCHEDULE UNIT NUMBER TYPE EQUIPMENT ARRANGEMENT MANUFACTURER MODEL. NUMBER SERVES FAN DATA OX COOLING COIL ELECTRIC REHEAT COIL ELECTRICAL FILTERS THICKNESS/ EFFICIENCY MINIMUM OUTSIDE AIR CFM WEIGHT (LBS.) REMARKS CFM ESP TOTAL MBH SENSIBLE MBH EAT db LAT db EAT wb UT wb �� NUMBER OF ROWS KW EAT DB (T) LAT DB (T) NUMBER OF STAGES FLA MCA VOLT PHASE DISCONNECT SWITCH RPM HP FCU -1-1 FAN COIL UNIT 1-1 HORIZONTAL CONCEALED TRANE BCHC036B FUTURE TENANT NORTH AREA 1000 0.5 43.0 25.3 76.4 53.0 R410A 4 8 61.3 84.4 2 3.1 52.0 208 1 BYANGLED EC 2"/MERV 8 130 134 FILTER, MIXING BOX, CONTROL PACKAGE, 7 DAYS, PROGRAMMABLE, AUTOMATIC CHANGEOVER THERMOSTAT 1125 0.33 66.6 52.0 FCU -1-2 FAN COIL UNIT 1-2 HORIZONTAL CONCEALED TRANE BCHC036B FUTURE TENANT NORTHWEST AREA 1200 0.5 48.5 28.6 75.9 54.1 R410A 4 8 61.3 84.4 2 3.6 52.6 208 1 BY EC 2"/MERV 8 130 137 ANGLED FILTER, MIXING BOX, CONTROL PACKAGE, 7 DAYS, PROGRAMMABLE, AUTOMATIC CHANGEOVER THERMOSTAT 1219 0.5 66.3 53.0 FCU -1-3 FAN COIL UNIT 1-3 HORIZONTAL CONCEALED TRANE BCHC036B FUTURE TENANT INTERIOR AREA 1050 0.5 38.9 23.3 76.3 55.7 R410A 3 5 60.4 74.1 1 3.1 33.9 208 1 BYANGLED EC 2"/MERV 8 130 134 FILTER, MIXING BOX, CONTROL PACKAGE, 7 DAYS, PROGRAMMABLE, AUTOMATIC CHANGEOVER THERMOSTAT 1093 0.33 66.5 54.3 FCU -1-4 FAN COIL UNIT 1-4 HORIZONTAL CONCEALED TRANE BCHC036B FUTURE TENANT MAIN LOBBY AREA 1400 0.5 48.8 29.6 77.3 58.1 R410A 3 10 55.1 81.8 2 2.9 38.4 208 3 BYANGLED EC 2"/MERV 8 260 154 FILTER, MIXING BOX, CONTROL PACKAGE, 7 DAYS, PROGRAMMABLE, AUTOMATIC CHANGEOVER THERMOSTAT 1259 0.75 67.2 56.2 FCU -1-5 FAN COIL UNIT 1-5 HORIZONTAL CONCEALED TRANE BCHC036B FUTURE TENANT INTERIOR AREA 1050 0.5 38.9 23.3 76.355.7 R410A 3 5 60.4 74.1 1 3.1 33.9 208 1 BY EC 2"/MERV 8 130 134 ANGLED FILTER, MIXING BOX, CONTROL PACKAGE, 7 DAYS, PROGRAMMABLE, AUTOMATIC CHANGEOVER THERMOSTAT 1093 0.33 66.5 54.3 FCU -1-6 FAN COIL UNIT 1-6 HORIZONTAL CONCEALED TRANE BCHC036B FUTURE TENANT SOUTHWEST AREA 1200 0.5 48.5 28.6 75.9 54.1 R410A 4 8 61.3 84.4 2 3.6 52.6 208 1 BY EC 2"/MERV 8 130 137 ANGLED FILTER, MIXING BOX, CONTROL PACKAGE, 7 DAYS, PROGRAMMABLE, AUTOMATIC CHANGEOVER THERMOSTAT 1219 0.5 66.3 53.0 FCU -1-6 FAN COIL UNIT 1-6 HORIZONTAL CONCEALED TRANE BCHC036B FUTURE TENANT SOUTHWEST AREA 1200 0.5 48.5 28.6 75.9 54.1 R410A 4 8 61.3 84.4 2 3.6 52.6 208 1 BYANGLED EC 2"/MERV 8 130 137 FILTER, MIXING BOX, CONTROL PACKAGE, 7 DAYS, PROGRAMMABLE, AUTOMATIC CHANGEOVER THERMOSTAT 1219 0.5 66.3 53.0 FCU -1-6 FAN COIL UNIT 1-6 HORIZONTAL CONCEALED TRANE BCHC036B FUTURE TENANT SOUTHWEST AREA 1200 0.5 48.5 28.6 75.9 54.1 R410A 4 8 61.3 84.4 2 3.6 52.6 208 1 BYANGLED EC 2 /MERV 8 130 137 FILTER, MIXING BOX, CONTROL PACKAGE, 7 DAYS, PROGRAMMABLE, AUTOMATIC CHANGEOVER THERMOSTAT 1219 0.5 1 66.3 53.0 1 AIR CONDITIONING UNIT SCHEDULE UNIT NUMBER EQUIPMENT SERVED MANUFACTURER do MODEL NUMBER MANUFACTURER FAN DATA REFRIGERANT TYPE COOLING COIL DATA ELECTRIC ELECTRICAL DATA VOLTAGE FILTER COMPRESSOR CFM HP E.S.P. TOTAL SENSIBLE SEER VOLT PHASE MCA DISCONNECT TYPE MM. UNIT NUMBER NAME AREA SERVED & HEATING WEIGHT ( ) REMARKS 0.7 1- 121 APARTMENT MODEL NUMBER ACCU-2 ACU -2 GOODMAN GSX1324 CAPACITY CAPACITY R410 COIL KW 17.6 208 1 SWITCH 13.5 1 1 EFFICIENCY 113 ACU -1 AIR CONDITIONING APARTMENTS GOODMAN 600- 1/5 0.2 17.4 13.1 13 5.0 208 1 23.3 BY MANUF 84 1" THROWAWAY MERV 8 DIGITAL THERMOSTAT, EXTRA SET ACCU-1-1 UNIT -1 4TTB40424E1 AWUF1805 675 R410 1 23 208 1 1 17.9 1 1.1 235 - 138 ACCU-1-2 OF FILTERS ACU -2 AIR CONDITIONING APARTMENTS GOODMAN 800- 1/5 0.2 21.7 16.9 13 5.0 208 1 23.3 BY MANUF 84 1" THROWAWAY MERV 8 DIGITAL THERMOSTAT, EXTRA SET 95 UNIT -2 1 AWUF2405 900 1 1 14.1 1 1.1 193 _ 34 ACCU-1-4 FCU -1-4 4T B40484E1 48TRANE 8 95 OF FILTERS ACU -3 AIR CONDITIONING APARTMENTS GOODMAN 1000- 1/3 0.2 28.4 21.0 13 8.0 208 1 34.9 BY MANUF 109 1" THROWAWAY MERV 8 DIGITAL THERMOSTAT, EXTRA SET 208 UNIT -3 1 AWUF3008 1125 1.1 193 - _ 34 ACCU-1-6 FCU -1-6 TRANE 4TT640484E1 48 5 95 R410 1 26 208 OF FILTERS ACU -2-1 AIR CONDITIONING FITNESS TRANE 1000 1/4 0.2 28.2 20.0 14.0 7.20 208 1 45.0 BY MANUF 117 1" THROWAWAY MERV 8 PROGRAMMABLE DIGITAL T -STAT, 1 UNIT -2-1 245 TAM4A0A30 8 ACCU-1-8 FCU -1-8 4T B404E 48.5 95 R410 1 26 208 1 1 26 1 EXTRA SET OF FILTERS ACU -2-2 AIR CONDITIONING LOUNGE TRANE 1850 1.0 0.2 58.2 41.8 14.0 (2) 7.20 208 1 1 ® 53 BY MANUF 117 1" THROWAWAY MERV 8 PROGRAMMABLE DIGITAL T -STAT, 14.0 UNIT -2-2 ACU -2-2 TAM4A0C60 58.2 95 R410 1 34 208 1 1 34.0 1 ® 43 1.1 248 _ 14.0 EXTRA SET OF FILTERS ACU -2-3 AIR CONDITIONING LOBBY TRANE 1850 1.0 0.2 58.2 41.8 14.0 (2) 7.20 208 1 1 ®53 BY MANUF 117 1" THROWAWAY MERV 8 PROGRAMMABLE DIGITAL T -STAT, UNIT -6 TAM4AOC60 1 ® 43 EXTRA SET OF FILTERS NOTES: 1. OTHER MANUFACTURERS SHALL OBTAIN ENGINEER PRE -APPROVAL PRIOR TO BID. AIR COOLED CONDENSING UNIT SCHEDULE UNIT NUMBER EQUIPMENT SERVED MANUFACTURER do MODEL NUMBER TOTAL MBH MIN. SEER DESIGN AMBIENT TEMPERATURE F. REFRIGERANT TYPE MINIMUM STEPS OF CONTROL ELECTRICAL WEIGHT (LBS.) REMARKS UNIT MCA VOLTAGE PHASE COMPRESSOR HART & COOLEY MODEL 210 OR APPROVED EQUAL COND. FANS NO10 A (EA NO. FLA ) ACCU-1 ACU -1 GOODMAN GSX13018 17.4 95 R410 1 9.1 1 208 1 1 1 6.7 1 1 0.7 1- 121 APARTMENT 13 ACCU-2 ACU -2 GOODMAN GSX1324 21.7 95 R410 1 17.6 208 1 1 13.5 1 1 0.7 113 - 13 ACCU-3 ACU -3 GOODMAN GSX1330 28.4 95 R410 1 16.7 208 1 1 12.8 1 0.7 142 - 13TRANE ACCU-1-1 FCU -1-1 4TTB40424E1 43. 95 R410 1 23 208 1 1 17.9 1 1.1 235 - 138 ACCU-1-2 FCU -1-2 TRANE 4TTB40484E1 48 5 95 R410 1 26 208 1 1 26 1 1.1 245 _ ACCU-1-3 FCU -1-3 4TT640 TRANE 3 95 R410 1 26 208 1 1 14.1 1 1.1 193 _ 34 ACCU-1-4 FCU -1-4 4T B40484E1 48TRANE 8 95 R410 1 26 208 1 1 26 1 1.1 245 _ ACCU-1-5 FCU -1-5 TRANE 4TT6 036E1 3 95 R410 1 26 208 1 1 14.1 1 1.1 193 - _ 34 ACCU-1-6 FCU -1-6 TRANE 4TT640484E1 48 5 95 R410 1 26 208 1 1 26 1 1.1 245 _ ACCU-1-7 FCU -1-7 4TTB40484E1 4TRANE 5 95 R410 1 26 208 1 1 26 1 1.1 245 - 8 ACCU-1-8 FCU -1-8 4T B404E 48.5 95 R410 1 26 208 1 1 26 1 1.1 245 _ ACCU-2-1 ACU -2-1 4TTB 0 TRANE 28.2 95 R410 1 12 208 1 1 9.1 1 1.1 201 _ 14.0 ACCU-2-2 ACU -2-2 4TTB40 TRANE 58.2 95 R410 1 34 208 1 1 34.0 1 1.1 248 _ 14.0 ACCU-2-3 ACU -2-3 4TT640 TRANE 58.2 95 R410 1 34 208 1 1 34.0 1 1.1 248 _ 14.0 NOTES: 1. MINIMUM EER WITH ASSOCIATED AIR HANDLER AND COIL 2. OTHER MANUFACTURERS SHALL OBTAIN ENGINEER PRE -APPROVAL PRIOR TO BID. EXHAUST FAN WITH BIRD SCREEN TREATED WOOD W COUNTERFLASHING FLASHING BY ROOF CONTRACTOR ROOFING--\ MOTORIZED DAMPER WITH END SWITCH EXHAUST DUCT --------- EXTERNAL INSULATION WITHIN -� 10 LIN. FEET OF CURB CONNECTION T PREFABRICATED INSULATED ROOF CURB, SECURE TO ROOF DECK MINIMUM 12" ABOVE ROOF SURFACE ROOF INSULATION--� ROOF DECK ROOF OPENING EXHAUST FAN CURB INSTALLATION DETAIL C NO SCALE STUFF CAVITY WITH 6" INSULATION BATTS. ALUMINUM HOUSING REFRIGERANT PIPING AND - ELECTRICAL CONDUIT. SEAL WATERTIGHT ALUMINUM COUNTER FLASH 2" X 8" TREATED WOOD - CURB FLASHING BY ROOFING CONTRAC 2".,, AS REQUIRED 2" ANUM CAP U) UJ GRILLE AND DIFFUSER SCHEDULE LU DRAWING LEGEND GRILLE CFM TYPE SIZE TO DESCRIPTION FAN DATA SPECIAL NOTES & FINISHES CG CEILING GRILLE w TITUS MODEL 30ORL, OR APPROVED EQUAL. INTGRAL OBD FG FLOOR GRILLE SERVES HART & COOLEY MODEL 210 OR APPROVED EQUAL RG RETURN GRILLE O TITUS MODEL 35ORL, OR APPROVED EQUAL TG TRANSFER GRILLE REMARKS TITUS MODEL 355RL, OR APPROVED EQUAL Z N ? MODEL FAN SCHEDULE DRAWN BY LU 06/07/13 LU MANUFACTURER FAN DATA ELECTRICAL DATA MANUFACTURER ACCESSORIES w z UNIT NUMBER NAME SERVES TYPE & CFM S.P.M M O DISCONNECT BACKDRAFT DAMPER ROOF VIBRATION BIRD WEIGHT (LBS,) REMARKS � Z N ? MODEL SONE RPM W/BHP RATING HP VOLT PHASE SWITCH CURB ISOLATORS SCREEN TYPE SIZE Z Z= EF -1 EXHAUST APARTMENT WALL BROAN 50 0.125 3.5 - 120 1 BY MFR NO NO NO GRAVITY 4"0 4.2 N 1700 55 FAN BATHROOM EXHAUST 670 x z UL _ x EF -1-1 EXHAUST BUILDING 1 CENTRIFUGAL GREENHECK 200 0.75 8.7 1/6 120 1 BY MFR YES NO YES MOTORIZED 10" X 10" 35 - 1725 0.08 FAN -1 TRASH ROOMS ROOF EXHAUST G -085 -VG DRYER VENT BOX - DRYERBOX MODEL 425 OR EQUAL BASEBOARD 4" DRYER EXHAUST DUCT NOTES: 1. ALL CONCEALED DRYER DUCTING MUST BE RIGID METAL (GALVANIZED OR ALUMINUM), MINIMUM OF 4" DIAMETER, SMOOTH 30 GA. CLEAN, UNOBSTRUCTED, FRICTIONLESS DUCTS. NO FLEXIBLE DUCT ALLOWED IN CONCEALED AREAS. 2. SEAL ALL JOINTS WITH FOIL BACKED PRESSURE SENSITIVE DUCT TAPE PER UL181 REQUIREMENTS. NO RIVETS OR SCREWS ARE ALLOWED IN THE JOINTS. 3. SEAL DRYER VENT PENETRATION OF WALL AND TOP PLATE WITH ELASTOMERIC FIRESTOP SEALANT TO ACHIEVE PENETRATING STRUCTURE FIRE RATING. 4. INSTALL DRYER VENT BOX PER MANUFACTURER RECOMMENDATIONS. 5. DO NOT INSTALL DRYER VENT BOX IN RATED WALLS. USE AN ALTERNATE DRYER SIDE LOCATION IN LIEU OF BENIND THE DRYER. DRYER VENT WALL BOX DETAIL DETAIL A NO SCALE ADDITIONAL PF LAYER OF MEN RUBBER GROMMET ROOFING AT E. SEAL WITH SILICON CAULK SUPPORT (TYPICAL) ROOF INSULATION SIGHTGLASS THERMAL - EXPANSION VALVE EVAPORATOR COIL FIELD BR"" CONNECTI INVERTED TRAP FIELD BRAZED CONNECTIONS CONDENSING UNIT WITH FACTORY INSTALLED: 1, LIQUID LINE FILTER DRIER 2. SUCTION AND DISCHARGE LINE REFRIGERATION CHARGING CONNECTIONS REFRIGERATION SYSTEM PIPING DETAIL B NO SCALE AUJU) MLL FIFL ANCHORED TO EQU RAIL. FIELD SET EL BRAMEC 4007BLK" SCREWUP FOOT OR APPROVED EQUAL. INVERTED AND -ASTENED TO UNIT DIVERSITECH MP -4C" COUNTER FLASHING WTI -VIBRATION PADS ADHERED '0 BOTTOM OF SCREWUP FOOT `'YSTEM PIPE (REFER TO RAWINGS FOR TYPE OF YSTEM AND PIPE SIZE) REATED WOOD NAILER EXTEND ROOFING MEMBRANE PREFABRICATED EQUIPMENT UP AND OVER TOP OF CURB . RAIL ANCHORED TO ROOF DECK. HEIGHT AS REQUIRED. (BY OTHERS) ROOF MEMBRANE (2) 2" X 6" TREATED WOOD) � � � ��METAL ROOF DECK I I ATTACH TO DECK 3 1/2" X 3 1/2" X 1/4" ANGLE 7INSULATION ROOF OPENING IRON. ANCHOR TO NEAREST STURCTURAL ELEMENT. OPENINGS 12"X12" AND LARGER BY OTHERS PIPE THRU ROOF DETAIL D NO SCALE CONDENSING UNIT INSTALLATION DETAIL E NO SCALE ASTEN TO STRUCTURE. PIPE SUPPORT DETAIL F NO SCALE GENERAL MECHANICAL NOTES: 1. ALL HVAC WORK TO BE PERFORMED BY A LICENSED HVAC CONTRACTOR 2. ALL WORK TO MEET THE LATEST EDITION OF THE INDIANA MECHANICAL CODE AND THE RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AN OPERATIONAL HEATING/COOLING DUCTWORK SYSTEM. 4. PROVIDE ADJUSTABLE SUPPLY FLOOR/WALL DAMPERS AND BALANCING DAMPERS AS INDICATED. 5. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. WATER HEATER PANS REQUIRED TO BE "PLENUM RATED" SHALL BE METAL. 6. FOAM SEAL ALL PVC REFRIGERANT CARRIER PIPES AT BOTH ENDS. 7. USE LONG SWEEP ELBOWS ON PVC REFRIGERANT CARRIER PIPES. 8. REFER TO ARCHITECTURAL DRAWINGS AND LARGE SCALE LAYOUTS FOR INDIVIDUAL APARTMENT LAYOUTS. NOTE: THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR MECHANICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE MECHANICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPETE AND OPERATING INSTALLATION WHETHER OR NOT INDICATED ON THESE DOCUMENTS. SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY LU 06/07/13 LU -r .- CD Z w z J CV M N No O LU MENS;\ I:zr � Z N ? U mN v = W Q Q Z Z= rt W W LUI J 0 w J r V rw J C8 " M c� N „ U otS c N LLJa X J Q W " x z UL _ x y l L U Q x a U N N SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY LU 06/07/13 LU Z_ CD Z w z J CV M N No O U MENS;\ I:zr � se_ N Z U mN v = W Q Q UJU O W G �LU UZ W LUI J 0 w W Z UJ -_- o rw J Q V 0 " Z CO W 2� Of LLJa X J Q SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 z CV M w O ca N I:zr � se_ N Z U mN v = W E Q UJU O W G CL C L Q) W }; w n M W Of X J Q z UL SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: SCHEDULES HVAC CERTIFIED BY: No. 60870242: STATE OF 4 s/CNA TING NL 11WER 1501 PROJECT NUMBER 13003 LL DRAWN BY W 06/07/13 W... :.. ..:.. :::. -r U Z t J Q w W n f - fn Z W Q W \ M U U LJJ = N 06 LLJ r N _ r' L a W2 1 irk U N NN LL DRAWN BY W 06/07/13 W... :.. ..:.. :::. Z U Z W J Q H f - fn Q W U ZUJ J (9 a '+ W Z LJJ W C -i LLJ U Z C -V 2D a W2 1 irk CV z M LL1 O CC N L N z v U w O O U CK i- Lli w U) > Q M w x elf Q Z U - SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: Al ASI N0.3 10-3-2013 ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: BUILDING 1 NDERGROUND PLUMBING CERTIFIED BY: `0IONA 1I1111111////// No. =60870242� p ' STATE OF c�, IWI/11111 R PROJECT NUMBER 13003 GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES AS WELL AS THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 2. SANITARY WASTE AND VENT PIPING TO BE SCH 40 PVC WITH PVC/DWV FITTINGS. 3. WATER PIPING IN MECHANICAL ROOMS ON THE GROUND FLOOR AND WATER MAINS IN THE GROUND FLOOR CEILING SHALL BE TYPE L COPPER INSULATED AS SPECIFIED IN THE SPECIFICATIONS. 4. WATER MAIN RISERS TO LIVING UNITS TO BE FLOWGAURD GOLD CPVC. 5. WATER PIPING IN LIVING UNITS TO BE PEX TYPE A OR TYPE B TUBING WITH COPPER INSERT FITTINGS AND COPPER CRIMP RINGS. 6. ALL PENETRATIONS OF PIPES THROUGH A FIRE RATED WALL, CEILING, OR FLOOR ASSEMBLY SHALL MAINTAIN THE RATING OF THE ASSEMBLY THEY PENETRATE. A UL LISTED PENETRATION CONSISTING OF FIRE CAULKING, AND/OR FIRE COLLARS SHALL BE INSTALLED AS REQUIRED REGARDLESS OF WHETHER THE RATED PENETRATION IS DETAILED ON THE PLANS. 7. ANY MATERIALS EXPOSED IN A PLENUM SHALL BE RATED FOR INSTALLATION IN A PLENUM. THIS INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL ROOMS WITH OPEN RETURNS THAT FUNCTION AS A RETURN PLENUM. 8. SANITARY WASTE PIPING SHALL SLOPE 2% MINIMUM FOR PIPING 2 1/2" AND SMALLER, IN THE DIRECTION OF FLOW UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER OF RECORD PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL COORDINATE ROUTING OF PLUMBING PIPING WITH ALL OTHER TRADES INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, STRUCTURAL, AND/OR FIRE PROTECTION PRIOR TO INSTALLATION. ANY CONFLICTS SHALL BE BROUGHT TO ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO INSTALLATION. NO CHANGE ORDERS WILL BE APPROVED FOR FIELD CHANGES WITHOUT PRIOR APPROVAL. 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES. 1 1.6 2 2.1 2.6 2.9; 3 4 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED - -- TEMPERING VALVES. 12. CONTRACTOR SHALL INSTALL SHUTOFF VALVES ON ALL HOT AND COLD LINES INTO THE MECHANICAL CLOSET AND AT EACH FIXTURE. B 13. ANY UNDERGROUND PIPING PENETRATING THROUGH FOOTERS 1P301 SHALL BE SLEEVED. COORDINATE INSTALLATION WITH STRUCTURAL AND CIVIL ENGINEER. 14. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS - " . AND/OR SPECIFICATIONS AND FIELD CONDITIONS NOTIFY T HE 77"77„ . - ENGINEER AND ARCHITECT IN WRITING PRIOR TO PERFORMING . ANY WORK. NO CHANGE ORDERS WILL BE APPROVED FOR t ANY CHANGES MADE DUE TO FIELD CONDITIONS THAT WERE 7 16 15 NOT APPROVED PRIOR TO INSTALLATION. FCU -1-1 G- FP501 / i } i 15. PIPING TO PLUMBING FIXTURE SHALL BE THE SAME SIZE AS 2 28 / CONNECTION SIZE UNLESS NOTED OTHERWISE. 8 1 1 2 17 16. ALL VENT THROUGH ROOF TERMINATION SHALL BE 5 FEET ., 4OTS ----- / ; 5 MINIMUM FROM EDGE OF THE BUILDING. - B-1 x 3 , 1 , % �, / ;/ 17. ALL HORIZONTAL SANITARY WASTE AND VENT PIPING ABOVE THE 9 ' / CEILING IN THE GROUND FLOOR OFFICE AREA TO BE NO -HUB 25 / VENT CAST IRON PIPE AND FITTINGS CONNECT TO PVC WASTE AND �/ PIPING FROM LIVING UNITS ABOVE WITH NO -HUB COUPLINGS. 1 1/2” 20 21 - - 4„ 3" 26 - ---- - - - - - - --- - - - T _ . : H 1. r t � ' F - „ r _ PLAN NOTES: 8 D �' �, '�� / _ - 1P 1 30 / 1 1/2> 4 4 9 3 / 1P301 / / / , / i`�/' y 1 3" SOIL STACK. i" y` 5 " 6 " % - _- A-1 WASTE. 1 1/2" VENT 3" / 3 A ;-a - 1 2 15 / / ;� / �. �"� �\ �I', 3 2" VENT STACK. 0 i ,ice i7 2" WASTE STACK VENT. r P �� ' / it U j / / /— " - 1112- WASTE 2 ' ;. I FCU -1-2 -, � 5 �; 29 j - 6 2" WASTE STACK. ------ --- - = 7 3" WASTE. (DA i G - 8 1 1 /2" TUB WASTE. O �27 3/4 6 �' Q i 31 �/ / 19€ 24 9 3" STACK WASTE STACK VENT. 28 1 2" 10 3/4 COLD WATER SERVICE WITH BALL VALVE. / 3" 4 FCU " 3/4" HOT AND COLD WATER. ly : l i - i CO " f �� ' / L �. 12 3/4" COLD WATER, 1/2" HOT WATER DOWN. ' / �I_' I'J / T A-5 p 7 - � �', 1 1/2\" � 2 3" ; i � � 13 1/2" HOT AND COLD WATER DOWN. 16 6 9 1 21 'I - - - - r E.5 - - -- I�� - 1 /2" COLD WATER DOWN. g I � I ,�, I , :� } I I I 15 1/2" HOT AND COLD WATER BELOW FLOOR TO PP=8. 26 4" ,l' I -- -- - -- - = - - - - / al 1 E � �''� �''I - - I � � - �- - - � i -- - - - 16 1/2" HOT AND COLD WATER UP TO PP=8. 0 i 8 I 7 / 16 1 �- _ / I" Q / 17 2" CONDENSATE DRAIN STACK. D 5 ljj D 6.1 1 1/2" CONDENSATE STANDPIPE DRAIN .� 3" MIRRORED - - - 1 19 3/4" WATER HEATER PAN DRAIN. 5 i -- - i f �� - 7 -' E �� 6�� - - �� --" -- --- _ �� 20 1 1/2" COLD WATER UP. - — j 28 „ - --- 21 1" BALL VALVE AND CAP FOR FUTURE TENANT. / 1 2 FCU -1-5 - - - --�;it----.--- - - „ - -- / 22 3/4" WATER HEATER PAN DRAIN. 1 1 /2 151/4"17 20 1 1 2„,', p / 4” WASTE DOWN. o /„ 21 1 1 2 - I I r =- / " 3 11_ € - - - - 24 2 CONDENSATE DRAIN UP TO 2ND FLOOR AND 4TH FLOOR AHU PROVIDE — -__ -- - - - - - - - -- -- -- -� v o I•.,C_i � 7=M 23 -_- - -� / 25 4" ROOF CONDUCTOR FROM ABOVE. OFFSET PIPING INTO CHASE AS REQUIRED. 1;__ i 4, 16 _ Jf I ' I 4i �� FCU -1-6 " " 1 1 2, - ` 1 1 30 / 4 ROOF CONDUCTOR FROM ABOVE r ;' / 20 - � � � � � � � I I, _ a 26 j 23 1 - � �-_- � i 27 4" ROOF CONDUCTOR DOWN. / O 28 CONNECT 3/4" FCU CONDENSATE TO 1 1/4" 21 CONDENSATE DRAIN. / 5 1/2" 7 4" 8 A-1 MIRRORED 1 i `'� :i _ 2 _ 29 3/4" CONDENSATE DRAIN DOWN IN WALL. TERMINATE 8"f ABOVE GRADE. 1 1 4 6 15 29 �t - 28 1 1/2" CONDENSATE DRAIN DOWN IN WALL. TERMINATE 8"t ABOVE GRADE. / /, I ? 31 2" WASTE FROM ABOVE, 4" WASTE DOWN. I " o 3/4 I D O 28 B- - - - - ---- - - - - -- -- -- --- -- - -- -- - - - - CO I CO_ 1FCU-1-8 g I i'I 26 I 4'L//'� 25 17 �— 4" 1 1 /2" 20 3" FCU -1-7 / 9 1 1/2" 6 B-1 MIRRORED -- 2 5 1 1/2" ti` f 8IL — I I 7 I s --- -- - --- - -- --- - - _ r - - , -------------- - ---- j I I , GROUND FLOOR PLAN PLUMBING SCALE: 1 /8" = 1'-0" SECOND -FOURTH FLOOR PLAN -PLUMBING SCALE: 1/8" = 1'-0" ate... w SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY UJ 06/07/13 LU JLW -r CD Z w J LU f Z0 h 1^ �w U Z J O POO LU Z Z �I Q V U Z J 2.5 LU r+�i Q� U� u! a C8 U N 06 W _ - �_ T Q a x o U N O 0 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY UJ 06/07/13 LU JLW Z CD Z w J H cn J C3 z �w U Z J O x �LU . LU Z _j //LLl Q V U Z J 2.5 no C_> - Q� U� u! a SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: BUILDING 1 - LOORS 11213, & PLUMBING CERTIFIED BY: 0%%%JI 111111//1/1 No. 60870242: p ' STATE OF 14 1"lill5l"'I'll" 1*'11 / RAWING Nl N�ER P201 PROJECT NUMBER 13003 L.L DRAWN BY tw 06/07/13 W JLW N � r_Z^ v Z W J Q W r u W Z =- g to a ..,. VE,I = >r LU Z - � W p GC t== LU z W `w�''-; W c � QU Z_ � _U Zm U U x it W 2 %IF Q �X ^ U M 2 Q I O U N O N 0 L.L DRAWN BY W 06/07/13 W JLW r_Z^ v Z W J Q D H ..,. VE,I co J Q U) Z - � W p GC t== LU z W `w�''-; W c � QU Z_ � _U Zm U 2 � W d 2 %IF U) CV z M LU O ca N Z) m W 0 W o� CL WU (D� W Q ~ M W x � X J Q Z U— SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: FIFTH FLOOR PLAN - PLUMBING CERTIFIED BY: .......... ` S T FRF No. 60870242: p ' STATE OF L\�N R PROJECT NUMBER 13003 ```�1/ff� RAWING Nl 68Ef P205 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W U) W t� Z $� W z J Q W D IA 2 W W N •I••�_ z U rZ V • la y J Q +` Z H i n W W J (7 C8 w - - - �. d U� W ..- y N W U 20 Of W d N E %1V cc U— (If C 1 U Q 0 C) N O N SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W U) W Z Z $� W z J Q W D 2 F— L N z U J Q +` 0 0 — I UJ U W J (7 W Z w - - - W c _ Q W ..- Q V U_ZLE LU Zm U 20 Of W d •J Q E %1V SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY U) z CN c1r) W 2 ChiLU L N z U 0 0 0 — I ICU a W _W Q 72- co LU Of X •J Q Z U— SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: ROOF PLAN - PLUMBING CERTIFIED BY: �60870242� p . STATE OF t�, NG NUIM,BER P206 PROJECT NUMBER 13003 UNIT Al - 1 BEDROOM ENLARGED PLAN A -PLUMBING SCALE: 1/4" = 1'-0" I J UNIT B1 - TWO BEDROOM ENLARGED PLAN B PLUMBING SCALE: 1 /4" = 1'-0" % --El- 13 -- 4 - 3 � P-3 — -- 1/2 2 — - _ P-9 G-- B 9 1P401 UNIT A5 - 1 BEDROOM ENLARGED PLAN C PLUMBING SCALE: 1/4" = 1'-0" �F 2.9 3 SCALE: 1/4" = 1'-0" P-13 21/2' 3 25 1 1/4 -- -iOD2 2 MEN AND WOMEN RESTROOM ENLARGED PLUMBING PLANE SCALE: 1/4" = 1'-0" GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES AS WELL AS THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 2. SANITARY WASTE AND VENT PIPING TO BE SCH 40 PVC WITH PVC/DWV FITTINGS. 3. WATER PIPING IN MECHANICAL ROOMS ON THE GROUND FLOOR AND WATER MAINS IN THE GROUND FLOOR CEILING SHALL BE TYPE L COPPER INSULATED AS SPECIFIED IN THE SPECIFICATIONS. 4. WATER MAIN RISERS TO LIVING UNITS TO BE FLOWGAURD GOLD CPVC. 5. WATER PIPING IN LIVING UNITS TO BE PEX TYPE A OR TYPE B TUBING WITH COPPER INSERT FITTINGS AND COPPER CRIMP RINGS. 6. ALL PENETRATIONS OF PIPES THROUGH A FIRE RATED WALL, CEILING, OR FLOOR ASSEMBLY SHALL MAINTAIN THE RATING OF THE ASSEMBLY THEY PENETRATE. A UL LISTED PENETRATION CONSISTING OF FIRE CAULKING, AND/OR FIRE COLLARS SHALL BE INSTALLED AS REQUIRED REGARDLESS OF WHETHER THE RATED PENETRATION IS DETAILED ON THE PLANS. 7. ANY MATERIALS EXPOSED IN A PLENUM SHALL BE RATED FOR INSTALLATION IN A PLENUM. THIS INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL ROOMS WITH OPEN RETURNS THAT FUNCTION AS A RETURN PLENUM. 8. SANITARY WASTE PIPING SHALL SLOPE 2% MINIMUM FOR PIPING 2 1/2" AND SMALLER, IN THE DIRECTION OF FLOW UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER OF RECORD PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL COORDINATE ROUTING OF PLUMBING PIPING WITH ALL OTHER TRADES INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, STRUCTURAL, AND/OR FIRE PROTECTION PRIOR TO INSTALLATION. ANY CONFLICTS SHALL BE BROUGHT TO ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO INSTALLATION. NO CHANGE ORDERS WILL BE APPROVED FOR FIELD CHANGES WITHOUT PRIOR APPROVAL. 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES. 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED TEMPERING VALVES. 12. CONTRACTOR SHALL INSTALL SHUTOFF VALVES ON ALL HOT AND COLD LINES INTO THE MECHANICAL CLOSET AND AT EACH FIXTURE. 13. ANY UNDERGROUND PIPING PENETRATING THROUGH FOOTERS SHALL BE SLEEVED. COORDINATE INSTALLATION WITH STRUCTURAL AND CIVIL ENGINEER. 14. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND FIELD CONDITIONS NOTIFY THE ENGINEER AND ARCHITECT IN WRITING PRIOR TO PERFORMING ANY WORK. NO CHANGE ORDERS WILL BE APPROVED FOR ANY CHANGES MADE DUE TO FIELD CONDITIONS THAT WERE NOT APPROVED PRIOR TO INSTALLATION. 15. PIPING TO PLUMBING FIXTURE SHALL BE THE SAME SIZE AS CONNECTION SIZE UNLESS NOTED OTHERWISE. 16. ALL VENT THROUGH ROOF TERMINATION SHALL BE 5 FEET MINIMUM FROM EDGE OF THE BUILDING, 17. ALL HORIZONTAL SANITARY WASTE AND VENT PIPING ABOVE THE CEILING IN THE GROUND FLOOR OFFICE AREA TO BE NO -HUB CAST IRON PIPE AND FITTINGS CONNECT TO PVC WASTE AND VENT PIPING FROM LIVING UNITS ABOVE WITH NO -HUB COUPLINGS. PLAN NOTES: �1 3" SOIL STACK. O1 1/2" VENT, 3" WASTE. O2" VENT STACK. O2" WASTE STACK VENT. O5 1 1/2" WASTE AND LOOP VENT. O6 2" WASTE STACK. O4"X3" CLOSET FLANGE FROM PP1 ABOVE. O1 1/2" TUB WASTE. O3" WASTE STACK VENT. 10 3/4" COLD WATER SERVICE WITH BALL VALVE AND WATER METER. SEE DETAIL. 11 3/4" HOT AND COLD WATER. 12 3/4" COLD WATER, 1/2" HOT WATER DOWN. 13 1/2" HOT AND COLD WATER DOWN. 14 1/2" COLD WATER DOWN. 15 1/2" HOT AND COLD WATER BELOW FLOOR TO PP7. 16 1/2" HOT AND COLD WATER UP TO PP=7. 17 2" CONDENSATE DRAIN STACK. 18 3"X2" CONDENSATE STANDPIPE DRAIN. 19 3/4" CONDENSATE DRAIN FROM AHU TO STANDPIPE. 20 SECOND FLOOR - 1 1/2" FROM BELOW. 1 1/4" COLD WATER UP THIRD FLOOR - 1 1/4" COLD WATER FROM BELOW. 1" COLD WATER UP FOURTH FLOOR - 1" COLD WATER FROM BELOW. 3/4" COLD WATER UP FIFTH FLOOR - 3/4" COLD WATER SERVICE 21 2" WATER METER BY CARMEL, IN. WATER CO. 22 2" COLD WATER SERVICE 23 2" COLD WATER DOWN. CONNECT TO PRE -PIPED 2 1/2" COP MANIFOLD. 24 2 1/2" COLD WATER UP FROM BELOW BOOSTER PUMPS. 25 2" COLD WATER DOWN. 26 2" VENT, UP TO A-1 UNIT BATHROOM PLUMBING WALL ABOVE AND CONNECT TO 2" VENT. 27 2" VENT, 4" WASTE. 28 1 1/2" VENT, 2' WASTE 29 1 1/2" VENT, 1 1/2" WASTE 30 4" WASTE DOWN. 31 1" BALL VALVE AND CAP FOR FUTURE TENANT. 32 1 1/2" COLD WATER UP. 33 SEE SHEET 1P201 FOR CONTINUATION. 34 4" FIRE DOWN TO FDC. 35 4" FIRE SERVICE. 36 2" MAIN DRAIN DOWN. i -1 W UNIT B1 - TWO BEDROOM ENLARGED PLAN B PLUMBING SCALE: 1 /4" = 1'-0" % --El- 13 -- 4 - 3 � P-3 — -- 1/2 2 — - _ P-9 G-- B 9 1P401 UNIT A5 - 1 BEDROOM ENLARGED PLAN C PLUMBING SCALE: 1/4" = 1'-0" �F 2.9 3 SCALE: 1/4" = 1'-0" P-13 21/2' 3 25 1 1/4 -- -iOD2 2 MEN AND WOMEN RESTROOM ENLARGED PLUMBING PLANE SCALE: 1/4" = 1'-0" GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES AS WELL AS THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 2. SANITARY WASTE AND VENT PIPING TO BE SCH 40 PVC WITH PVC/DWV FITTINGS. 3. WATER PIPING IN MECHANICAL ROOMS ON THE GROUND FLOOR AND WATER MAINS IN THE GROUND FLOOR CEILING SHALL BE TYPE L COPPER INSULATED AS SPECIFIED IN THE SPECIFICATIONS. 4. WATER MAIN RISERS TO LIVING UNITS TO BE FLOWGAURD GOLD CPVC. 5. WATER PIPING IN LIVING UNITS TO BE PEX TYPE A OR TYPE B TUBING WITH COPPER INSERT FITTINGS AND COPPER CRIMP RINGS. 6. ALL PENETRATIONS OF PIPES THROUGH A FIRE RATED WALL, CEILING, OR FLOOR ASSEMBLY SHALL MAINTAIN THE RATING OF THE ASSEMBLY THEY PENETRATE. A UL LISTED PENETRATION CONSISTING OF FIRE CAULKING, AND/OR FIRE COLLARS SHALL BE INSTALLED AS REQUIRED REGARDLESS OF WHETHER THE RATED PENETRATION IS DETAILED ON THE PLANS. 7. ANY MATERIALS EXPOSED IN A PLENUM SHALL BE RATED FOR INSTALLATION IN A PLENUM. THIS INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL ROOMS WITH OPEN RETURNS THAT FUNCTION AS A RETURN PLENUM. 8. SANITARY WASTE PIPING SHALL SLOPE 2% MINIMUM FOR PIPING 2 1/2" AND SMALLER, IN THE DIRECTION OF FLOW UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER OF RECORD PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL COORDINATE ROUTING OF PLUMBING PIPING WITH ALL OTHER TRADES INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, STRUCTURAL, AND/OR FIRE PROTECTION PRIOR TO INSTALLATION. ANY CONFLICTS SHALL BE BROUGHT TO ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO INSTALLATION. NO CHANGE ORDERS WILL BE APPROVED FOR FIELD CHANGES WITHOUT PRIOR APPROVAL. 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES. 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED TEMPERING VALVES. 12. CONTRACTOR SHALL INSTALL SHUTOFF VALVES ON ALL HOT AND COLD LINES INTO THE MECHANICAL CLOSET AND AT EACH FIXTURE. 13. ANY UNDERGROUND PIPING PENETRATING THROUGH FOOTERS SHALL BE SLEEVED. COORDINATE INSTALLATION WITH STRUCTURAL AND CIVIL ENGINEER. 14. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND FIELD CONDITIONS NOTIFY THE ENGINEER AND ARCHITECT IN WRITING PRIOR TO PERFORMING ANY WORK. NO CHANGE ORDERS WILL BE APPROVED FOR ANY CHANGES MADE DUE TO FIELD CONDITIONS THAT WERE NOT APPROVED PRIOR TO INSTALLATION. 15. PIPING TO PLUMBING FIXTURE SHALL BE THE SAME SIZE AS CONNECTION SIZE UNLESS NOTED OTHERWISE. 16. ALL VENT THROUGH ROOF TERMINATION SHALL BE 5 FEET MINIMUM FROM EDGE OF THE BUILDING, 17. ALL HORIZONTAL SANITARY WASTE AND VENT PIPING ABOVE THE CEILING IN THE GROUND FLOOR OFFICE AREA TO BE NO -HUB CAST IRON PIPE AND FITTINGS CONNECT TO PVC WASTE AND VENT PIPING FROM LIVING UNITS ABOVE WITH NO -HUB COUPLINGS. PLAN NOTES: �1 3" SOIL STACK. O1 1/2" VENT, 3" WASTE. O2" VENT STACK. O2" WASTE STACK VENT. O5 1 1/2" WASTE AND LOOP VENT. O6 2" WASTE STACK. O4"X3" CLOSET FLANGE FROM PP1 ABOVE. O1 1/2" TUB WASTE. O3" WASTE STACK VENT. 10 3/4" COLD WATER SERVICE WITH BALL VALVE AND WATER METER. SEE DETAIL. 11 3/4" HOT AND COLD WATER. 12 3/4" COLD WATER, 1/2" HOT WATER DOWN. 13 1/2" HOT AND COLD WATER DOWN. 14 1/2" COLD WATER DOWN. 15 1/2" HOT AND COLD WATER BELOW FLOOR TO PP7. 16 1/2" HOT AND COLD WATER UP TO PP=7. 17 2" CONDENSATE DRAIN STACK. 18 3"X2" CONDENSATE STANDPIPE DRAIN. 19 3/4" CONDENSATE DRAIN FROM AHU TO STANDPIPE. 20 SECOND FLOOR - 1 1/2" FROM BELOW. 1 1/4" COLD WATER UP THIRD FLOOR - 1 1/4" COLD WATER FROM BELOW. 1" COLD WATER UP FOURTH FLOOR - 1" COLD WATER FROM BELOW. 3/4" COLD WATER UP FIFTH FLOOR - 3/4" COLD WATER SERVICE 21 2" WATER METER BY CARMEL, IN. WATER CO. 22 2" COLD WATER SERVICE 23 2" COLD WATER DOWN. CONNECT TO PRE -PIPED 2 1/2" COP MANIFOLD. 24 2 1/2" COLD WATER UP FROM BELOW BOOSTER PUMPS. 25 2" COLD WATER DOWN. 26 2" VENT, UP TO A-1 UNIT BATHROOM PLUMBING WALL ABOVE AND CONNECT TO 2" VENT. 27 2" VENT, 4" WASTE. 28 1 1/2" VENT, 2' WASTE 29 1 1/2" VENT, 1 1/2" WASTE 30 4" WASTE DOWN. 31 1" BALL VALVE AND CAP FOR FUTURE TENANT. 32 1 1/2" COLD WATER UP. 33 SEE SHEET 1P201 FOR CONTINUATION. 34 4" FIRE DOWN TO FDC. 35 4" FIRE SERVICE. 36 2" MAIN DRAIN DOWN. SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawingsdo not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 11 ISSUE DATE DRAWN BY W U) W JLW z_ z Z W z Q CV M LU O LAS W N n .= . ZD Z h ' in U Q U) Poo �w 0 UZ '- - z wLM, c .° . W LLJ 0 ' U \ d CY L2 Cjy X � L X J Q z U LL Q r U r 2 a o Cl) U N O N SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawingsdo not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 11 ISSUE DATE DRAWN BY W U) W JLW z_ z Z W z Q CV M LU O co N �r ZD 'Ile_ N cn U Q U) — = �w 0 UZ '- - z W ZLLAs. W c .° . W LLJ 0 ' U \ d CY L2 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawingsdo not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 11 ISSUE DATE DRAWN BY CHECKED BY U) MDB JLW z CV M LU O co N �r ZD 'Ile_ N z U m w 0 w N CU 0 O L U W �--' W U) -12 \ CY w X � X J Q z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawingsdo not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 11 ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: BUILDING 1 - UNIT PLANS - PLUMBING CERTIFIED BY: ��11111111111//�� No. = 60870242 p ' STATE OF '� ;;e%.. ' SND I AN P.'• %N��`� /ff� RAWING Nl fWER f P301 PROJECT NUMBER 13003 I LL DRAWN BY W U) W JLW a (D Z W z J Q D LL1 � r J G W -V z U U) W Q _z01.7 W -e UW J z WZ a \CS • % > U -J &� M W 06 y H _ c r z a Q J � U M J Q O U) U N O N LL DRAWN BY W U) W JLW Z (D Z W z J Q D LL1 G CC 10 ..,,.: z U U) W Q _z01.7 RW -e UW J Ur z WZ W W c -2 Q V U Z_ -J &� M W J W d X J Q SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY U) MDB JLW z 04 M LL1 G CC N z U m W W L 0 O U cD w }; W _ -2 Q M W X J Q z L. SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07113 MDB JLW DRAWING TITLE: ILDING 1 —WAS AND VENT VENT ISOMETRICS & TER SCHEMATI CERTIFIED BY: r = No. = �:60870242� p STATE OF c�, /ff� RAWING Nl 66Ef P401 R PROJECT NUMBER 13003 UNDERGROUND FLOOR MB� PLAN -PLUMBING SCALE: 1/8" = 1'-0" J 1 1/2" 1 1/2" "1 1/2" 0- GROU 4; 4"- MA CMB) ND FLOOR PLAN PLUMBING SCALE: 1 /8" = 1'-0" t / A-3 MIRRORED � 1 At i "77.L / / / 'i' SECOND - FOURTH FLOOR ___1'M4 —� M3 - M2 - M1 PLAN - PLUMBING SCALE: 1 /8" = 1'-0" GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES AS WELL AS THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 2. SANITARY WASTE AND VENT PIPING TO BE SCH 40 PVC WITH PVC/DWV FITTINGS. 3. WATER PIPING IN MECHANICAL ROOMS ON THE GROUND FLOOR AND WATER MAINS IN THE GROUND FLOOR CEILING SHALL BE TYPE L COPPER INSULATED AS SPECIFIED IN THE SPECIFICATIONS. 4. WATER MAIN RISERS TO LIVING UNITS TO BE FLOWGAURD GOLD CPVC. 5. WATER PIPING IN LIVING UNITS TO BE PEX TYPE A OR TYPE B TUBING WITH COPPER INSERT FITTINGS AND COPPER CRIMP RINGS. 6. ALL PENETRATIONS OF PIPES THROUGH A FIRE RATED WALL, CEILING, OR FLOOR ASSEMBLY SHALL MAINTAIN THE RATING OF THE ASSEMBLY THEY PENETRATE. A UL LISTED PENETRATION CONSISTING OF FIRE CAULKING, AND/OR FIRE COLLARS SHALL BE INSTALLED AS REQUIRED REGARDLESS OF WHETHER THE RATED PENETRATION IS DETAILED ON THE PLANS. 7. ANY MATERIALS EXPOSED IN A PLENUM SHALL BE RATED FOR INSTALLATION IN A PLENUM. THIS INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL ROOMS WITH OPEN RETURNS THAT FUNCTION AS A RETURN PLENUM. 8. SANITARY WASTE PIPING SHALL SLOPE 2% MINIMUM FOR PIPING 2 1/2" AND SMALLER, IN THE DIRECTION OF FLOW UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER OF RECORD PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL COORDINATE ROUTING OF PLUMBING PIPING WITH ALL OTHER TRADES INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, STRUCTURAL, AND/OR FIRE PROTECTION PRIOR TO INSTALLATION. ANY CONFLICTS SHALL BE BROUGHT TO ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO INSTALLATION. NO CHANGE ORDERS WILL BE APPROVED FOR FIELD CHANGES WITHOUT PRIOR APPROVAL. 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES. 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED TEMPERING VALVES. 12. CONTRACTOR SHALL INSTALL SHUTOFF VALVES ON ALL HOT AND COLD LINES INTO THE MECHANICAL CLOSET AND AT EACH FIXTURE. 13. ANY UNDERGROUND PIPING PENETRATING THROUGH FOOTERS SHALL BE SLEEVED. COORDINATE INSTALLATION WITH STRUCTURAL AND CIVIL ENGINEER. 14. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND FIELD CONDITIONS NOTIFY THE ENGINEER AND ARCHITECT IN WRITING PRIOR TO PERFORMING ANY WORK. NO CHANGE ORDERS WILL BE APPROVED FOR ANY CHANGES MADE DUE TO FIELD CONDITIONS THAT WERE NOT APPROVED PRIOR TO INSTALLATION. 15. PIPING TO PLUMBING FIXTURE SHALL BE THE SAME SIZE AS CONNECTION SIZE UNLESS NOTED OTHERWISE. 16. ALL VENT THROUGH ROOF TERMINATION SHALL BE 5 FEET MINIMUM FROM EDGE OF THE BUILDING. 17. ALL HORIZONTAL SANITARY WASTE AND VENT PIPING ABOVE THE CEILING IN THE GROUND FLOOR OFFICE AREA TO BE NO -HUB CAST IRON PIPE AND FITTINGS CONNECT TO PVC WASTE AND VENT PIPING FROM LIVING UNITS ABOVE WITH NO -HUB COUPLINGS. PLAN NOTES: Ol 3" STACK. O3" UP TO PP=1 ABOVE. 3O 1 1/2" VENT, UP. O4 1 1/2" TUB WASTE. 5� 1 1/2" WASTE UP TO PP=4. O1 1/2" WASTE TO CONDENSATE DRAIN. O4" WASTE DOWN. O1/2" HOT AND COLD WATER FROM ABOVE. O1/2" HOT AND COLD UP. 10 SLEEVE PIPE BELOW GRADE BEAM. G4" WASTE FROM ABOVE. 12 2" VENT, UP 2" WASTE 13 1 1/2" VENT, UP 2" WASTE 14 CONNECT TO EXISTING SANITARY SEWER -VERIFY LOCATION. 15 (2) 3/4" COLD WATER SERVICES UP. 16 1" COLD WATER SERVICE UP. 17 CONNECT 3/4" FAN COIL UNIT CONNECTION DRAIN TO 1 1/4" CONDENSATE DRAIN. 18 2" COLD WATER SERVICE UP. 19 1 1/2" WASTE FROM ABOVE. 20 4" WASTE DOWN. PROVIDE CLEANOUT AT BASE OF STACK. 21 4" WASTE FROM ABOVE. 22 4" FIRE SERVICE UP. 23 4" FIRE DOWN TO FDC. LU 70- > 0.. U) CV z M W O G CO CC Z) N Z C) m N O CWC E 0 LU ° (n G CC°j LW}; W _ � j Mn �y X�. Q z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE DRAWN BY w 06/07/13 W JLW z z LU J D a 1101 UJ W Z z LU LLA U Z d \ v M 06 LU moi/ L U w J' O0 v N O N 0 U) CV z M W O G CO CC Z) N Z C) m N O CWC E 0 LU ° (n G CC°j LW}; W _ � j Mn �y X�. Q z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE DRAWN BY w 06/07/13 W JLW z z LU J D a 1101 UJ W Z z LU LLA U Z C= z v LU a LU moi/ U) CV z M W O G CO CC Z) N Z C) m N O CWC E 0 LU ° (n G CC°j LW}; W _ � j Mn �y X�. Q z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: BUILDING 2 - FLOORS 1,2,3 &4 CERTIFIED BY: No. -�60870242:� STATE OF c�, — ••' / RAWING Nl.WER IL 2 0 1----Jl PROJECT NUMBER 13003 OOR PLA 7 - - - - - - - M11; - -- - - M10 M9 M8 - - -- -- - M7 -- - - -- M6 X7.6 N PLUMBING SCALE: 1/8"=V-0" c12.E -( X8.6 M51 M4) M3) M2 ) M1) Q FIFTH FLOOR SAN IT ARY VENT -- -- - -- - -M10 - -- - - - M9 - - -- -- M8 -- - M7 M6 M5�) ---41 PLAN - PLUMBING SCALE: 1 /8"=1'-0" GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES AS WELL AS THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 2. SANITARY WASTE AND VENT PIPING TO BE SCH 40 PVC WITH PVC/DWV FITTINGS. 3. WATER PIPING IN MECHANICAL ROOMS ON THE GROUND FLOOR AND WATER MAINS IN THE GROUND FLOOR CEILING SHALL BE TYPE L COPPER INSULATED AS SPECIFIED IN THE SPECIFICATIONS. 4. WATER MAIN RISERS TO LIVING UNITS TO BE FLOWGAURD GOLD CPVC. 5. WATER PIPING IN LIVING UNITS TO BE PEX TYPE A OR TYPE B TUBING WITH COPPER INSERT FITTINGS AND COPPER CRIMP RINGS. 6. ALL PENETRATIONS OF PIPES THROUGH A FIRE RATED WALL, CEILING, OR FLOOR ASSEMBLY SHALL MAINTAIN THE RATING OF THE ASSEMBLY THEY PENETRATE. A UL LISTED PENETRATION CONSISTING OF FIRE CAULKING, AND/OR FIRE COLLARS SHALL BE INSTALLED AS REQUIRED REGARDLESS OF WHETHER THE RATED PENETRATION IS DETAILED ON THE PLANS. 7. ANY MATERIALS EXPOSED IN A PLENUM SHALL BE RATED FOR INSTALLATION IN A PLENUM. THIS INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL ROOMS WITH OPEN RETURNS THAT FUNCTION AS A RETURN PLENUM. 8. SANITARY WASTE PIPING SHALL SLOPE 2% MINIMUM FOR PIPING 2 1/2" AND SMALLER, IN THE DIRECTION OF FLOW UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER OF RECORD PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL COORDINATE ROUTING OF PLUMBING PIPING WITH ALL OTHER TRADES INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, STRUCTURAL, AND/OR FIRE PROTECTION PRIOR TO INSTALLATION. ANY CONFLICTS SHALL BE BROUGHT TO ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO INSTALLATION. NO CHANGE ORDERS WILL BE APPROVED FOR FIELD CHANGES WITHOUT PRIOR APPROVAL. 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES. 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED TEMPERING VALVES. 12. CONTRACTOR SHALL INSTALL SHUTOFF VALVES ON ALL HOT AND COLD LINES INTO THE MECHANICAL CLOSET AND AT EACH FIXTURE. 13. ANY UNDERGROUND PIPING PENETRATING THROUGH FOOTERS SHALL BE SLEEVED. COORDINATE INSTALLATION WITH STRUCTURAL AND CIVIL ENGINEER. 14. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND FIELD CONDITIONS NOTIFY THE ENGINEER AND ARCHITECT IN WRITING PRIOR TO PERFORMING ANY WORK. NO CHANGE ORDERS WILL BE APPROVED FOR ANY CHANGES MADE DUE TO FIELD CONDITIONS THAT WERE NOT APPROVED PRIOR TO INSTALLATION. 15. PIPING TO PLUMBING FIXTURE SHALL BE THE SAME SIZE AS CONNECTION SIZE UNLESS NOTED OTHERWISE. 16. ALL VENT THROUGH ROOF TERMINATION SHALL BE 5 FEET MINIMUM FROM EDGE OF THE BUILDING. 17. ALL HORIZONTAL SANITARY WASTE AND VENT PIPING ABOVE THE CEILING IN THE GROUND FLOOR OFFICE AREA TO BE NO -HUB CAST IRON PIPE AND FITTINGS CONNECT TO PVC WASTE AND VENT PIPING FROM LIVING UNITS ABOVE WITH NO -HUB COUPLINGS. PLAN NOTES: O1 1/2" VENT O2" VENT FROM BELOW. O3 1 1/2" VENT FROM CONDENSATE DRAIN (5TH FLOOR UNIT). O4 3" VENT THRU ROOF. O5 3" WASTE STACK VENT. SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY LU CO LU JLW Z_ V J .y u Z LU ,lr.,i -t- w Q V � 75 G W w f .. Z �...... z U 0 • r� v r O z ,..I Uo WC8 e••I }; w �w UZ > J C9 • M y wrn� o_> - - rV y ,6 002 N Q � x L W m Q /I� C �l d ? K 1, 2 Q x U U N b 0 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY LU CO LU JLW Z_ z Z Z LU J w Q � 75 G CU a i �...... z U M t 'N' H O U) Uo L W }; w �w UZ > J C9 cTi _ wz LU wrn� o_> - - rV J Q Uz 002 X Q W 0 - SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY CO MDB JLW Z 04 M w O Cfl 75 G CU N i z U M t 'N' �; O 0 O Cn Uo L W }; w U) > L M LU X ry X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: BUILDING 2 - FLOORS 3,4 & 5 - PLUMBING CERTIFIED BY: ,'' :60870242*= p•� STATE OF •'tom /0NA •••• RAWING N ER P202 PROJECT NUMBER 13003 li DRAWN BY W U) W JLW -t- -. / V Z gt $� N z J CV M �µ I Cw G W W V f, F— U) U) U Z LN _ 0 N �. J C7 = w c _ c W J U_Z ¢ > C8a) � c a) U 06 X J Q Z rV LL W F Q Q 7- r •ix'i � �„ d L 2 Q O U N O N J li DRAWN BY W U) W JLW Z / V Z gt $� W z J CV M H Cw G Ca N OfQ F— U) U) U Q W LN _ W UZLLI J C7 = W Z w c _ c /W Q V J U_Z ¢ Zm � 2� W SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY U) MDB JLW z CV M � Cw G Ca N z U m W LN O O a i L U w W Q � 72 M W X J Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in termsof architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: BUILDING 2 - UNIT PLANS - PLUMBING CERTIFIED BY: No. -� :60870242 p'• STATE OF 'cam / RAWING NLP301 VER PROJECT NUMBER 13003 GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES AS WELL AS THE APPROVAL OF THE AUTHORITY HAVING MB) MAJURISDICTION. M61 � �� 2. SANITARY WASTE AND VENT PIPING TO BE SCH 40 PVC WITH r PVC/DWV FITTINGS. I 3. WATER PIPING IN MECHANICAL ROOMS ON THE GROUND FLOOR AND WATER MAINS IN THE GROUND FLOOR CEILING SHALL BE 35 TYPE L COPPER INSULATED AS SPECIFIED IN THE SPECIFICATIONS. 4. WATER MAIN RISERS TO LIVING UNITS TO BE FLOWGAURD GOLD - - - - - - ---- M7 - - 5 B TUBING ji � �'WATER PIPING IN LIVING UNITS TO BE PEX TYPE A OR TYPE 9 ------ 7 - - --- M8' WITH COPPER INSERT FITTINGS AND COPPER CRIMP RINGS. 0 PP=6 6. ALL PENETRATIONS OF PIPES THROUGH A FIRE RATED WALL, CEILING OR FLOOR ASSEMBLY SHALL MAINTAIN THE RATING 1 1/2" / i j I 1 1 2"i ! OF THE ASSEMBLY THEY PENETRATE. A UL LISTED PENETRATION 2 CONSISTING OF FIRE CAULKING, AND/OR FIRE COLLARS SHALL 3" BE INSTALLED AS REQUIRED REGARDLESS OF WHETHER THE RATED PENETRATION IS DETAILED ON THE PLANS. L112" 411 1. 7. ANY MATERIALS EXPOSED IN A PLENUM SHALL BE RATED 21 ; ' 3" FOR INSTALLATION IN A PLENUM. THIS INCLUDES, BUT IS ;: 1 1/2" 2P401 P-4 3 4 / MB �.. NOT LIMITED TO, MECHANICAL ROOMS WITH OPEN RETURNS THAT FUNCTION AS A RETURN PLENUM. 1 1/2" 8. SANITARY WASTE PIPING SHALL SLOPE 2% MINIMUM FOR 4 PIPING 2 1/2" AND SMALLER, IN THE DIRECTION OF FLOW +42" H UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER OF 4 4 P-4 2P401 g r" 4 P-3' 18 1/2„ RECORD PRIOR TO INSTALLATION. 16 19^ „ 7 : 4 3/4 9. CONTRACTOR SHALL COORDINATE ROUTING OF PLUMBING --- - I __ - _ _ - - -- - - ---- 4 /; t _ ! PIPING WITH ALL OTHER TRADES INCLUDING, BUT NOT LIMITED < M8 T0, MECHANICAL, ELECTRICAL, STRUCTURAL, AND/OR FIRE - ----- - _- ---- -- -- - --, - = �,, PROTECTION PRIOR TO INSTALLATION. ANY CONFLICTS SHALL Q 2P401 21'- - 3,L\\BE BROUGHT TO ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO INSTALLATION. NO CHANGE ORDERS WILL - 10 - -- - P_5 I 1 1/2" I d - 6 1 1/2" BE APPROVED FOR FIELD CHANGES WITHOUT PRIOR APPROVAL. 16 - L2" P-1 1 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED I - P-1 21 - _- - BACKFLOW PREVENTION DEVICES. _ 35 I _ 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED P-9 12 TEMPERING VALVES. B WH -1 y P P-6 y M6 I P601 9 12. CONTRACTOR SHALL INSTALL SHUTOFF VALVES ON ALL HOT -- 1/2" 1 1/2" "j - _ I 1 22 AND COLD LINES INTO THE MECHANICAL CLOSET AND AT _ - -- -- - -, - - EACH FIXTURE. _ -- - - 24 � 13. ANY UNDERGROUND PIPING PENETRATING THROUGH FOOTERS 4 1 1/2" 15 - I I 6 - 3/4" T - v SHALL BE SLEEVED. COORDINATE INSTALLATION WITH 3 5 35 STRUCTURAL AND CIVIL ENGINEER. _ O PP=6 1 14. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS 4 1/2 13J3/AND/OR SPECIFICATIONS AND FIELD CONDITIONS NOTIFY THE 18 00 ^' = ENGINEER AND ARCHITECT IN WRITING PRIOR TO PERFORMING ANY WORK. NO CHANGE ORDERS WILL BE APPROVED FOR 1 1/2" P_8 1 1/2" P-1 ANY CHANGES MADE DUE TO FIELD CONDITIONS THAT WERE 23" P9NOT APPROVED PRIOR TO INSTALLATION. 1 2"21 1 2" 1615. PIPING TO PLUMBING FIXTURE SHALL BE THE SAME SIZE AS 2P4011 1/2"- - � > I CONNECTION SIZE UNLESS NOTED OTHERWISE. 15 T4 UP 3/4 2" 216. ALL VENT THROUGH ROOF TERMINATION SHALL BE 5 FEET 4 " 1 1/2 147 -MINIMUM FROM EDGE OF THE BUILDING. - _ 3 3/4" __ P 4 1 1/2" 17. ALL HORIZONTAL SANITARY WASTE AND VENT PIPING ABOVE THE LPP=4 I -- CEILING IN THE GROUND FLOOR OFFICE AREA TO BE NO -HUB �. 00 «-I CAST IRON PIPE AND FITTINGS CONNECT TO PVC WASTE AND VENT 1 1/2" 9 PP1 pp i-.- 4 1 1/2„ PIPING FROM LIVING UNITS ABOVE WITH NO -HUB COUPLINGS. 7 P-8 i 17 - 3" 1 1/2" - M7 8 25- I 1 1/2" PLAN NOTES: E 2P401 - - UNIT A4 LOWER LEVEL PLUMBING (SECOND & FOURTH FLOORS) SCALE: 1/4" = 1'-0" F 2P401 MA (MB NOTE: SUSPENDED WASTE PIPING SHOWN IS FROM FIXTURES ON FOURTH FLOOR. SEE SHEET 2P202 FOR SANITARY VENT PIPING ON FIFTH FLOOR. E 2P401 UNIT B4 - - UPPER LEVEL PLUMBING D (THIRD & FIFTH FLOORS) SCALE: 1/4" = 1'-0" 2P401 NOTE: SUSPENDED WASTE PIPING SHOWN IS FROM FIXTURES ON FOURTH FLOOR. SEE SHEET 2P202 FOR SANITARY VENT PIPING ON FIFTH FLOOR. rD 2P401 UNIT B3 - UPPER LEVEL - PLUMBING E (THIRD & FIFTH FLOORS) SCALE: 1/4" = 1'-0" 2P401 ENLARGED MECH ROOM FLOOR PLAN 'B' -PLUMBING SCALE: 1/4" = 1'-0" I J - M6 (1 3" WASTE STACK. O3" WASTE FROM ABOVE. O3 3/4" COLD WATER UP. 4O 1 1/2" VENT, UP. 5O 1 1/2" WASTE TO PP=8. PROVIDE AIR ADMITTANCE VALVE. O6 1/2" HOT AND COLD WATER UP. O1 1/2" WASTE FROM ABOVE. O8 1 1/2" VENT FROM BELOW. 2" VENT UP. Og 1 1/2" TUB WASTE. 10 1/2" HOT AND COLD WATER FROM ABOVE. 11 2" VENT UP. 12 3/4" COLD WATER SERVICE WITH BALL VALVE. 13 1 1/2 VENT, UP 2" WASTE 14 3/4" COLD WATER, 1/2" HOT WATER FROM ABOVE. 15 1/2" HOT AND COLD WATER DOWN BELOW FLR TO PP=8. 16 1/2" HOT AND COLD WATER DOWN. 17 1" COLD WATER FROM BELOW. 18 1 1/2" CONDENSATE DRAIN. 19 1 1/2" CONDENSATE STANDPIPE. 20 3/4" HOT AND COLD WATER UP - 1/2" HOT AND COLD WATER DOWN TO PP=4. 21 3/4" COLD WATER UP 1/2" COLD WATER DOWN TO PP10. 22 1 1/2" WASTE DOWN. 23 3/4" COLD WATER FROM BELOW. 24 3" WASTE STACK VENT. 25 1/2" COLD WATER DOWN. 26 3/4" WATER HEATER PAN DRAIN FROM ABOVE. 27 3/4" WATER HEATER PAN DRAIN DOWN. 28 3/4" WATER HEATER PAN DRAIN. 29 2" COLD WATER SERVICE. 30 2" COLD WATER UP 31 2" COLD WATER DOWN. CONNECT TO 2 1/2" COPPER PRE -PIPE MANIFOLD. 32 2" WATER METER FURNISHED AND INSTALLED BY CARMEL WATER CO. 33 ALLOW WALL SPACE FOR FUTURE EASY WATER SYSTEM. 34 1 1/4" CONDENSATE DRAIN DOWN. TERMINATE AT FD. 35 4" WASTE DOWN. PROVIDE CLEANOUT AT BASE OF STACK. 36 4" FIRE SERVCE UP. 37 4" FIRE DOWN TO FDC. tr DRAWN BY w U) w JLW Z z w U z \\�� CV M 04Q O W ,.. D IN tr DRAWN BY w U) w JLW Z w z CV M 04Q O W ,.. D IN W C� ' Q z . z �Poo U Z tz = W t� w ZLai w UJ W U Z 2-1 ac 1C c3 _� w V 06 r f K IL %1F x J Q U W LLz J C NN J Q a o 0 O N O 0 tr DRAWN BY w U) w JLW Z w z CV M 04Q O U`� ,.. D IN m w Q z . �w g U Z tz = J O z w ZLai w UJ W U Z 2-1 ac Z co c3 _� w W a � IL %1F SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY U) MDB JLW z CV M w O Ca N �r m w CU CU 0 w 0 ° L U a UJ 72 M w x � x J Q LLz SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: BUILDING 2 - UNIT PLANS - PLUMBING CERTIFIED BY: No. =:60870242: STATE OF 1, / RAWING NUN P302 PROJECT NUMBER 13003 ,+-3" VTR 3 / 3'J 2" \ I P-4 1 1 1 /2" P � I P-4 1 3„ I 1 1/2 �� \ P-1 I/ P-6 2"d3" — 1 or PP=6 I ( 1 1/2 r3" � P1�3 r 3J 2" /^� \ P-9 1 1/2"J 2(� I IP=4 \ 1 1/2 P-4 r I PP=9 2 I 1 1/2" I \ PP=1 \ \ PP=6 I \ � 1 1/2„ '_6 Y 3" �P3 1/2" UNITS A-2/13-2 COL. LINES M10 TO M1 1 WASTE AND VENT DIAGRAM A NO SCALE I \\ 1 \ *3" VTR 1 1/2" \ \ 2„ PP=9 1\ 1 1/2" �2" I/ I DY „ 2” I =6I �I 1 1/2"P=3 ( > P=1T>.=3 '\ 1 1/2 1 1 /2"� 1 1/2- 1/2' PP=3 I P-6 P-3 3" I - 3" 1 1/2 �1 I c\ I 1 1/2" P-9\\ 1 1/2„ \� 2" 3� �I\ 3„ 1 > \ 1 1/2- 1/ P-6 I 3" 1 1/2" p-4 2„ 1 1/2" P=1 / P-4 I 1 112" > / P-4 UNIT A4/13-3 COL. LINES M6 TO M7 WASTE AND VENT DIAGRAM E NO SCALE kAV 1 1/2" AAV PP -6 PP -6 X3" VTR 2V 1-� 1 1/2" 1 (�1 1/2" 3"X1 1/2- STANDPIPE I I 1 1/2" 2" 1 1/2- 1 /2"1 1 /2"/ / 1 1 /2" AAV P-8 1 1 /2" I y /) I 3" / I l 3" 1 \ I P=5 1 1/2" !! ILr PP -3 I / " b 1 1/2" P-1 1 I I / 1 1/2" I 3"X1 1/2' 1 1/2" 3" 1 STANDPIPE 1 1/2 - / I I 1 1 /2" P_1 1 1/9 2 2 1 1/2" 1 <3- 1 1 1/2 /\ / \ \ 1 \ \ AAV \ 1 1/2" /� P-8 1 1/2- / J — NJ UNIT A-3 COL. LINES M8 TO M9 WASTE AND VENT DIAGRAM B NO SCALE 3" VTR 2" J / /\ \ 11/2- 2" 1/2" \ 2 � � 2" 1 1/2" \ 1 IAAV P-4 11/2" 1 1 P-8 PP -4 1 P -g If000l 1 I 1 1 /2" 3" 2" I P-1 (3" 1 1/2" 1 1 P-6 1 19 3"X1 1/2" 2" 1 1/2 1/ /\ \ 1 112- 1 /2"1 1/2"\ I P-4 1 1/2"l P- 1 P-4 I I 2" / \I 3" 1 1/2"- S 1 1/2" " I P_1 1 (Sp STANDPIPE 1 1/2" `3" 1 1/2- AAV P-8 / �I 1 /2. 1 1/2' I 1 1/2 3"X1 1/2" / STANDPIPE 1 1/2 - UNIT/2" UNIT A4/13-4 COL. LINES M5 TO M6 WASTE AND VENT DIAGRAM F NO SCALE J- / RAWING Nl. IVBER PROJECT NUMBER 13003 /- 3" VTR / 2„ / 2„ L�1 1/2" I 3"X1 1 /2" STANDPIPE 1 1/2' /� \ 1 1 /2" / I PP=8 I> / AAV r � , 1/2" / I P=6 I 3 ,I/ / \ / <1 1/2" 1 1/2" I 3„ \� 1 1/2" I` P-1 1 1 /2„ P=Lr5 r3" I I3„ 1 1/2" r P_1 1 1/2„ 1 1 /2" I I1 1/2" 1 / I 1 1 „ 2� / /2 / 3X1 1/2" 1 1/2 /\ \ � / STANDPIPE ^ PP -8 / 1 1/2" AAV / I i / 1 1/2 " P-6 3„ 1 1/2 — 1 1/2" PP -3 -'000'- -1 \ 3" 1 112" UNIT B-2 COL. LINES M9 TO M10 1/2" WASTE AND VENT DIAGRAM C NO SCALE HOT AND COLD WATER PIPING DIAGRAM G NO SCALE HOT AND COLD WATER PIPING DIAGRAM H NO SCALE 13" VTR 2" J \ 2" 1 1/2" 3"X1 1/2" \ STANDPIPE 1 1/2" \ P_3 I„/2 1 1 1/2"3" 1 1/2' 1 1/2� 1 PP -5 1 \ I P-1 P-6 AAV <1 1/2' 1 1 /2" P-1 2 �" 1 1 1/2- YJ I 3„ / `1 1/2" �/I 1 1/2" I 2" 3„ 3"X1 1/2" / \ STANDPIPE 11/2" \> 1-1 1/2" 1 1/2' UNIT B-3 &UNIT B-4 (MIRRORED' 112' COL. LINES M7 TO M8 WASTE AND VENT DIAGRAM D NO SCALE HOT AND COLD WATER PIPING DIAGRAM I NO SCALE z w J W DRAWN BY CHECKED BY 06/07/13 LU JLW Zrw w Q w L W z r Q z U) LU F-- w U LU z W LULU w a > C8 ;-4 �. a) 06 714-11 f y F - - im- � r: %c wx E- `" r J a U v i Q W DRAWN BY CHECKED BY 06/07/13 LU JLW Zrw w Q Q z U) �w F-- w U LU z W LULU w a U Z � Z m V Q L11 n- %c 04Z M w C N z U m W (DO UJ o�L o ICU 0 LU w _ - Q �-• L W M X J Q Z LL - SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW CERTIFIED BY: \ o%J1111111////1 �PFoI�F`'' No. :60870242; 1�1O '. STATE OF %�FfS *-JD I A N N" WH -2 PLUMBING FIXTURE ROUGH -IN SCHEDULE MAKE & MODEL NUMBER DESCRIPTION LOCATION PIPE SERVICE AND CONN. SIZE ROUGH -IN CONNECTIONS TAG FIXTURE TYPE ITEM MODEL DESCRIPTION COLD HOT FINISHED P-1 WATER CLOSET -TANK TYPE 3/8" - WATER WATER TRAP WASTE VENT HEIGHT 3" 1 1/2" DESCRIPTION P-2 WATER CLOSET -TANK TYPE -ADA 3/8" - 3" 3" 1 1/2" ELONGATED, TWO-PIECE TOILET P-3 LAVATORY COUNTERTOP 3/8" 3/8" 1 1/4" 1 1/2" 1 1/2" 1 HP/PUMP P-4 LAVATORY WALL HUNG 3/8" 3/8" 1 1/4" 1 1/2" 1 1/2" v P-5 LAVATORY COUNTERTOP -ADA 3/8" 3/8" 1 1/4" 1 1/2" 1 1/2" ELONGATED, TWO-PIECE TOILET P-6 ONE-PIECE FIBERGLASS TUB/SHOWER UNIT 1/2" 1 1/2" 1 1/2" NOTES: 1 1/2" z P-7 ONE-PIECE FIBERGLASS TUB/SHOWER UNIT -ADA 1. MOUNT SINK IN COUNTERTOP. 1 1/2" 1 1/2" 1 1/2" 1 1/2" P-8 2 COMPARTMENT STAINLESS STEEL KITCHEN SINK 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" FAUCET #2 -CERAMIC DISK -SINGLE LEVER P-9 PLASTIC -IN -WALL LAUNDRY BOX 1/2" 1/2" 2" 2" 1 1/2" - P-10 PLASTIC -IN -WALL ICE MAKER BOX 1/2" - - - - O 0 CULTURED MARBLE 25"X22" FURNISH WITH FAUCET #2 P-3 VANITY SINK/TOP MULTI HOUSING TBD - - 1 1/4" DIRECT VANITY MULTI HOUSING CULTURED MARBLE 61"X22" - CONTEMPO BS P-4 SINK/TOPS DIRECT TBD _ _ 1/4" FURNISH WITH FAUCET #2 VITREOUS CHINA WALL HUNG FURNISH WITH FAUCET #2 P-5 LAVATORY GERBER 12-275 - - 1 1/4" 42" X 60" X 74 1/4" VIKREL TUB (WHITE) WITH WALL SURROUND WITH AGED -IN-PLACE BACKERS FOR OPTIONAL GRAB P-6 BATH STERLING 71111112 BATH 1/2' 1/2" 1 1/2" BARS. TUB/SHOWER 71114100 WALL SET TUB SHOWER VALVE: UNIVERSAL 804567 TRIM: KENTON 805887 SATIN NICKEL 42" X 60" X 74 1/4" VIKREL TUB (WHITE) WITH WALL SURROUND WITH GRAB BARS FURNISHED AND INSTALLED BY GIC. P-7 BATH STERLING 71111112 BATH 1/2" 1/2" 1 1/2" TUB SHOWER VALVE: UNIVERSAL 804567 TUB/SHOWER 71114106 WALL SET TRIM: KENTON 805887 SATIN NICKEL 9" DEEP, 18 GAUGE - UNDERMOUNT -DOUBLE BOWL SINK, P-8 KITCHEN SINK MULTI HOUSING TBD 1 1/2" KITCHEN SINK -DRAIN SS -SINK DRAIN WITH BASKET STRAINER. DIRECT KITCHEN SINK FAUCET -OSLO MHD -CERAMIC DISC -WITH SPRAYER RECESS DUAL DRAIN WASHING MACHINE OUTLET BOX. (2) 2" P-9 VALVE BOX WATER T1TE W2701HA 1/2" 1/2" 2" DUAL DRAINS FOR USE ON PVC, VALVES WITH HAMMER ARRESTERS. ICE MAKER W9701 RECESSED ICE MAKER OUTLET BOX WITH 1/4" TURN VALVE P-10 BOX WATER �� HACP 1/2" _ AND INTEGRAL WATER HAMMER ARRESTOR. ELEC. WATER 50 GAL. CAPACITY, 4500 WATT, 240 VOLT, 1 PHASE. PROVIDE WH -1 HEATER STATE SELECT ES6-50-DOLS 3/4" 3/4" - AMTROL ST -5 EXPANSION TANK AND OATLY WATER HEATER HEATER PAN ON UPPER LEVEL INSTALLATIONS. RHEEM 825V-40-2, OR EQUAL. ELEC. WATER 50 GAL. CAPACITY, 4500 WATT, 240 VOLT, 1 PHASE. PROVIDE PLUMBING FIXTURE SCHEDULE ITEM MAKE & MODEL NUMBER DESCRIPTION LOCATION PIPE SERVICE AND CONN. SIZE FIXTURE TAG FIXTURE TYPE MANUFACTURER MODEL CHARACTERISTICS P-1 WATER CLOSET -TANK TYPE 3/8" - 3" 3" 1 1/2" DESCRIPTION P-2 WATER CLOSET -TANK TYPE -ADA 3/8" - 3" 3" 1 1/2" ELONGATED, TWO-PIECE TOILET P-3 LAVATORY COUNTERTOP 3/8" 3/8" 1 1/4" 1 1/2" 1 1/2" 1 HP/PUMP P-4 LAVATORY WALL HUNG 3/8" 3/8" 1 1/4" 1 1/2" 1 1/2" v P-5 LAVATORY COUNTERTOP -ADA 3/8" 3/8" 1 1/4" 1 1/2" 1 1/2" ELONGATED, TWO-PIECE TOILET P-6 ONE-PIECE FIBERGLASS TUB/SHOWER UNIT 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" z P-7 ONE-PIECE FIBERGLASS TUB/SHOWER UNIT -ADA 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" P-8 2 COMPARTMENT STAINLESS STEEL KITCHEN SINK 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" FAUCET #2 -CERAMIC DISK -SINGLE LEVER P-9 PLASTIC -IN -WALL LAUNDRY BOX 1/2" 1/2" 2" 2" 1 1/2" - P-10 PLASTIC -IN -WALL ICE MAKER BOX 1/2" - - - - O 0 PLUMBING FIXTURE SCHEDULE ITEM MAKE & MODEL NUMBER DESCRIPTION LOCATION PIPE SERVICE AND CONN. SIZE FIXTURE TAG FIXTURE TYPE MANUFACTURER MODEL CHARACTERISTICS CW HW WASTE 2" REDUCED PRESSURE - - FURNISH WITH WYE STRAINER DESCRIPTION 975 XL BATHROOM - - AND AIR GAP FITTING N TOWLE WRITHE ELONGATED, TWO-PIECE TOILET P-1 z GERBER 21-412 3/8" - 3" 1 HP/PUMP FURNISH COMPLETE WITH FRAME TOILET 75W-50 DUPLEX BOOSTER PUMP SYSTEM 40 PSI BOOST 208V/1� AND ACCESSORIES AS DETAILED v TOWLE WRITHE BATHROOM M W wJ a DWBP-3 X ELONGATED, TWO-PIECE TOILET P-2 1 HP/PUMP GERBER 21-418 3/8" - 2„ z TOILET ADA 75W-50 DUPLEX BOOSTER PUMP SYSTEM 40 PSI BOOST 208V/10 AND ACCESSORIES AS DETAILED JOHN WOOD ASME BLADDER TYPE J - ET -1 JAPR-20-609 FAUCET #2 -CERAMIC DISK -SINGLE LEVER P-3/4 BATHROOM SINK MULTI HOUSING TBD 3/8" 3/8" - - -FAUCET DIRECT HYDRO -PNEUMATIC TANK 120 GAL CAPACITY _ WEIGHT 255 LBS O 0 CULTURED MARBLE 25"X22" FURNISH WITH FAUCET #2 P-3 VANITY SINK/TOP MULTI HOUSING TBD - - 1 1/4" DIRECT VANITY MULTI HOUSING CULTURED MARBLE 61"X22" - CONTEMPO BS P-4 SINK/TOPS DIRECT TBD _ _ 1/4" FURNISH WITH FAUCET #2 VITREOUS CHINA WALL HUNG FURNISH WITH FAUCET #2 P-5 LAVATORY GERBER 12-275 - - 1 1/4" 42" X 60" X 74 1/4" VIKREL TUB (WHITE) WITH WALL SURROUND WITH AGED -IN-PLACE BACKERS FOR OPTIONAL GRAB P-6 BATH STERLING 71111112 BATH 1/2' 1/2" 1 1/2" BARS. TUB/SHOWER 71114100 WALL SET TUB SHOWER VALVE: UNIVERSAL 804567 TRIM: KENTON 805887 SATIN NICKEL 42" X 60" X 74 1/4" VIKREL TUB (WHITE) WITH WALL SURROUND WITH GRAB BARS FURNISHED AND INSTALLED BY GIC. P-7 BATH STERLING 71111112 BATH 1/2" 1/2" 1 1/2" TUB SHOWER VALVE: UNIVERSAL 804567 TUB/SHOWER 71114106 WALL SET TRIM: KENTON 805887 SATIN NICKEL 9" DEEP, 18 GAUGE - UNDERMOUNT -DOUBLE BOWL SINK, P-8 KITCHEN SINK MULTI HOUSING TBD 1 1/2" KITCHEN SINK -DRAIN SS -SINK DRAIN WITH BASKET STRAINER. DIRECT KITCHEN SINK FAUCET -OSLO MHD -CERAMIC DISC -WITH SPRAYER RECESS DUAL DRAIN WASHING MACHINE OUTLET BOX. (2) 2" P-9 VALVE BOX WATER T1TE W2701HA 1/2" 1/2" 2" DUAL DRAINS FOR USE ON PVC, VALVES WITH HAMMER ARRESTERS. ICE MAKER W9701 RECESSED ICE MAKER OUTLET BOX WITH 1/4" TURN VALVE P-10 BOX WATER �� HACP 1/2" _ AND INTEGRAL WATER HAMMER ARRESTOR. ELEC. WATER 50 GAL. CAPACITY, 4500 WATT, 240 VOLT, 1 PHASE. PROVIDE WH -1 HEATER STATE SELECT ES6-50-DOLS 3/4" 3/4" - AMTROL ST -5 EXPANSION TANK AND OATLY WATER HEATER HEATER PAN ON UPPER LEVEL INSTALLATIONS. RHEEM 825V-40-2, OR EQUAL. ELEC. WATER 50 GAL. CAPACITY, 4500 WATT, 240 VOLT, 1 PHASE. PROVIDE PLUMBING EQUIPMENT SCHEDULE ITEM MAKE & MODEL NUMBER DESCRIPTION LOCATION ELECTRICAL ZURN #ZN-415C ITEM (OR APPROVEDEQUAL) DESCRIPTION CAPACITY CHARACTERISTICS NOTES BFP-1 WILKINS 2" REDUCED PRESSURE - - FURNISH WITH WYE STRAINER BFP-2 975 XL BACKFLOW PREVENTOR - - AND AIR GAP FITTING N TOWLE WRITHE U Z z EE W DWBP-1 TW 2000U- DUPLEX VARIABLE SPEED PACKAGED 75 GPM AT 1 HP/PUMP FURNISH COMPLETE WITH FRAME DWBP-2 75W-50 DUPLEX BOOSTER PUMP SYSTEM 40 PSI BOOST 208V/1� AND ACCESSORIES AS DETAILED v TOWLE WRITHE � M W wJ a DWBP-3 X DUPLEX VARIABLE SPEED PACKAGED 75 GPM AT 1 HP/PUMP FURNISH COMPLETE WITH FRAME J Q TW 2000V- z DWBP-4 75W-50 DUPLEX BOOSTER PUMP SYSTEM 40 PSI BOOST 208V/10 AND ACCESSORIES AS DETAILED JOHN WOOD ASME BLADDER TYPE J - ET -1 JAPR-20-609 HYDRO -PNEUMATIC TANK 120 GAL CAPACITY _ WEIGHT 255 LBS Q JOHN WOOD ASME BLADDER TYPE - ET -2 JAPR-20-609 HYDRO -PNEUMATIC TANK 120 GAL CAPACITY _ WEIGHT 255 LBS DRAINAGE FITTING SCHEDULE ITEM MAKE/1110DEL DESCRIPTION LOCATION FD -1 ZURN #ZN-415C CAST IRON BODY, ROUND NICKEL BRONZE STRAINER, WITH 'TRAPGUARD' FINISHED AREAS, TOILET ROOMS FD -2 ZURN #ZB541 W/ #Z-1012 HEAVY DUTY DRAIN CAST IRON BODY, SLOTTED GRATE AND SEDIMENT BUCKET WITH DEEP SEAL TRAP W/ FLOOR CLEANOUT, WITH 'TRAPGUARD' UNFINISHED AREAS, MECHANICAL &STORAGE ROOMS ON GRADE RD -1 ORD -1 ORD -1 SIOUX CHIEF 868 D 1504 4" NO HUB CAST IRON DRAIN AIN OVERFLOW DRAIN WITH DOUBLE SUMP RELIEVER. FURNISH WITH UNDER DECK CLAMPS 868-15U. O114 WATER HAMMER ARRESTOR SCHEDULE P. D. I. SYMBOL G FIXTURE UNIT RATINCD PIPE SIZE O1 - 11 3/4" O12 - 32 1" W 33 - 60 1" O61 - 113 1" O114 - 154 1" CED 155 - 330 1" 11 DRAWN BY w 06/07/13 MDB JLW Z Z W z J Q CV M VU w � coO ICU h - 'Cl72 � L N z U Z z EE W QU UZ wz LU LU =11_ a c� J U Z arc Z pp v w � M W wJ a L.. X 00-0 U X J Q W z LL J U M ! Q o U N O 0 11 DRAWN BY w 06/07/13 MDB JLW Z Z W z J Q CV M VU coO ICU N - 'Cl72 � L N z U Q z EE W QU UZ wz LU LU =11_ a c� J U Z arc Z pp v Q � M W wJ a X 00-0 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contracto shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW z CV M VU coO ICU N - 'Cl72 � L N z U m � W � N E QU O � Uo L W }; w Q � M W X 00-0 X J Q z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contracto shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: 11 PLUMBING SCHEDULES CERTIFIED BY: -o'--60870242-',:,/0# TT . p '. STATE OF / RAWING Nl. Q01 :8ER PROJECT NUMBER 13003 UNION (TYP BACKFLOW i' PREVENTER FINISHED FLOOR BACKFLOW PREVENTER STATION Q�I TEMPERATURE/I RELIEF VALVE TERMINATE 3/4 RELIEF PIPE OVER DRAIN PI 3/4" CONDENS DRAIN FROM Al WATER HEATER PAN RI AL AIR BRE4 3X2 BELL REDUCER DETAIL A NO SCALE WATER HEATER PIPING DETAIL B 2 1/2" TO SYSTEM J" v - DISCHARGE MA SUCTION MANIF CHECK VALVE PRIMED AND PAINTED STEEL FRAME NO SCALE 2" FROM BFP r NSION TANK WALL AIN VALVE ITER SERVICE TO 'PER UNIT ILL VALVE ITER METER FURNISHED BY HERS INSTALLED BY PLUMBING INTRACTOR ILL VALVE "X22"X18" HIGH WATER HEATER AND REQUIRED FOR A-1 & A-5 ITS B-1, B-2, B-3, & B-4 UNITS. PACKAGED DOMESTIC WATER BOOSTER PUMP DETAIL C NO SCALE Y DRIVE (TYP) SURE GAUGE (TYP) ESSURE RELIEF VALVE (TYP) V END BALL VALVE (TYP) WATER HEATER PAN H&CW SUPPLY WATER HEATER PAN H&CW SUPPLY WATER HEATER PAN H&CW SUPPLY WATER HEATER PAN WATER HEATER STAND 2" PVC DRAIN AHU D/X COIL - 3/4" COND. DRAIN 3/4" T&P VALVE DISCHARGE PIPE 5TH FLOOR AHU D/X COIL -3/4" COND. DRAIN 3/4" T&P VALVE DISCHARGE PIPE 4TH FLOOR =F7__5 2" NHCI PIPING /- AHU D/X COIL -3/4" COND. DRAIN 3/4" T&P VALVE DISCHARGE PIPE 3RD FLOOR — 3/4" PVC WATER HEATER PAN DRAIN —3/4- T&P VALVE DISCHARGE PIPE AHU D/X COIL 3/4" COND. DRAIN EDPM ROOF MEMBRANE 2" RIGID INSULATION— TAPERED NSULATION—TAPERED INSULATION +- METAL ROOF DECK (SEE STRUCTURAL PLANS) AHU 2" COND DRAIN -1 I ELECTRIC � HEATERATER WATER HEATER PAN 2ND FLOOR SAN. SEWER SEE 3/4" WATER HEATER PAN FLOOR PLAN DRAIN TO NEAREST OSD SEE FLOOR PLAN 2" 1ST FLOOR CONDENSATE AND WATER HEATER PAN DRAIN PIPING DRAIN BODY 1'-6" DOME STRAINER ROOF DRAIN �' 11 �� II ��'llll DETAIL E NO SCALE DOME STRAINER -EPDM ROOF MEMBRANE 2" RIGID INSULATION SUMP RECEIVER (SEE STRUCTURAL PLANS) OVERFLOW ROOF DRAIN 3'-0" l'-6" 2" RIGID INSULATION DOME STRAINER 2" RIGID INSULATION 2" WATER DAM EPDM ROOF MEMBRANE COLLAR - EPDM ROOF MEMBRANE !� hl i ��l n �� r --TAPERED INSULATION METAL ROOF DECK (SEE STRUCTURAL PLANS) MISCELLANEOUS METAL FRAMING (SEE STRUCTURAL PLANS) SUMP RECEIVER 2ND FLOOR UNDERDECK CLAMP APPLY SPRAY -ON TYPE INSULATION TO� STORM CONDUCTOR UNDERSIDE OF ROOF DRAIN APPLY FOAM CELL, WRAP AROUND TYPE INSULATION 1ST FLOOR CONDENSATE AND WATER HEATER PAN DRAIN PIPING DETAIL D NO SCALE APPLY FOAM CELL, WRAP AROUND TYPE INSULATION STORM CONDUCTOR ROOF DRAIN/OVERFLOW DRAIN DETAIL F NO SCALE LJ. amu. LU __x LU JLW z I O r� LU J Z U N` `lmamow r: J UJ ..4 `J z l W W N LJ. DRAWN BY LU 06(07113 LU JLW z_ O r� N � z> G Z LU J UJ ..4 `J z l W W N f ,. Z) N C :n U z � � E � 0 Q •tom Z -_ , cz LU w o �r^� Q V U Z_ J Zm v C8 ;_4 • y y U ori X N L U x U_ LU w 2 Q 0 U) N O N 0 LJ. DRAWN BY LU 06(07113 LU JLW z_ O Z Z LU J UJ Co N Z) N Z U U m LU � � E � 0 Q z . W UZ -_ w Z cz w w o �r^� Q V U Z_ J Zm v 0y CL%C:F X •J Q SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06(07113 MDB JLW Z CV M UJ Co N Z) N Z U U m LU � � E � 0 O O c IL s... IL (3) W .«-; W L M w 0y X •J Q Z U_ SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06(07113 MDB JLW DRAWING TITLE: PLUMBING DETAILS CERTIFIED BY: \0%ii,1111111111/ily xA No. 60870242'= p'• STATE OF 1cam '2 / RAWING Nl. f�ER PROJECT NUMBER 13003 ELECTRICAL SYMBOL SCHEDULE LIGHT FIXTURE SCHEDULE MCB MAIN CIRCUIT BREAKER AUX AUXILIARY CONTACTS MC MECHANICAL CONTRACTOR BUILDING LIGHTING SCHEDULE MCC MOTOR CONTROL CENTER MARK LOCATION FINISH/COLOR DESCRIPTION MODEL / CODE MANUFACTURER BULB TYPE U1 KITCHEN AMPERE AVANTI - 4' TRACK W/5 HEADS SN 517078 WITH EXTRA HEADS MULTI HOUSING DIRECT MR16 WIDE 3000K U2 DINING BFG AVANTI - 4' TRACK W/5 HEADS SN 517078 MULTI HOUSING DIRECT MR12 WIDE 3000K U3 VANITY MANUAL TRANSFER SWITCH TORINO - SN WITH SNOW GLASS 514786 SN MULTI HOUSING DIRECT 60W M BASE BULB U4 HALL CEILING NL TORINO - SN WITH SNOW GLASS 514794 SN MULTI HOUSING DIRECT 60W M BASE BULB U5 BATH COMBINATION MAGNETIC STARTER TORINO - SN WITH SNOW GLASS* DAMP LOCATION REQUIRED 514794 SN MULTI HOUSING DIRECT 60W M BASE BULB U6 CLOSET CP MILLBRIDGE - SN 5111550 SN MULTI HOUSING DIRECT 6OW M BASE BULB U7 LAUNDRY CEILING - WALK IN PUSHBUTTON BRACKETED - GUMBALL - WHITE 514794 SN MULTI HOUSING DIRECT 60W M BASE BULB U8 LAUNDRY CLOSET BRACKET PL BRACKETED - GUMBALL - WHITE 510032 SN MULTI HOUSING DIRECT 60W M BASE BULB U9 HVAC BRACKET ELECTRICAL CONTRACTOR TORINO - SN WITH SNOW GLASS 510032 WH MULTI HOUSING DIRECT 60W M BASE BULB U10 ENTRY EMERG TORINO - SN WITH SNOW GLASS 514802 SN MULTI HOUSING DIRECT 60W M BASE BULB U11 PENDANT - KITCHEN RELOCATED TORINO - SN WITH SNOW GLASS 514851 SN MULTI HOUSING DIRECT 60W M BASE BULB U12 MASTER BEDROOM RECEPT. TORINO - SN WITH SNOW GLASS 816033 MULTI HOUSING DIRECT 60W M BASE BULB B1 CORRIDOR ENTRY / WALL & STAIRS EXISTING EASTON WALL SCONCE - DAMP LOCATION 517706* SN MULTI HOUSING DIRECT EXISTING TO BE REMOVED B2 STORAGE / GARAGE F BRACKETED - GUMBALL - WHITE 510032 WH MULTI HOUSING DIRECT FA B3 ELECTRICAL / FIRE ROOMS SWITCH UTILITY LIGHT 517342 MULTI HOUSING DIRECT SWITCH & FUSE B4 PATIO CAN LIGHT T RECESSED CAN HOUSING - WET LOCATION WITH BUG SEAL 519512 MULTI HOUSING DIRECT TC B5 EXTERIOR BUILDING GROUND FAULTINTERRUPTER UP/DOWN LIGHT - BRONZE WITH TOP LENS COVER - WET P5675 -31-P8799-31 HOA HAND -OFF -AUTO SELECTOR SWITCH EX EXIT SIGN HP EXIT SIGNS WITH BATTERY BACKUP - RED LETTER WITH WHITE - DAMP LOC. SLEDBRW TELEPHONE TERMINAL CABINET 120 / 2W E1 CORRIDOR EMERGENCY FLOOD POWER TRANSFORMER CW EM WLEM-WH-CT V 40W HALOGEN U BATHROOM FAN - UNITS W 1667 & 1688 - WALL MOUNTED FAN KIT EF688 INTERLOCK WM WIREMOLD NOTE: FINAL APPROVED LIGHT FIXTURES SCHEDULE PROVIDED BY OWNER WP WEATHER PROTECTED KW ELECTRICAL SYMBOL SCHEDULE STANDARD ELECTRICAL ABBREVIATIONS AC ALTERNATING CURRENT MCB MAIN CIRCUIT BREAKER AUX AUXILIARY CONTACTS MC MECHANICAL CONTRACTOR AFF ABOVE FINISH FLOOR MCC MOTOR CONTROL CENTER AFG ABOVE FINISH GRADE MFR MANUFACTURER AHU AIR HANDLING UNIT MH MANHOLE AMP AMPERE MLO MAIN LUGS ONLY ATS AUTOMATIC TRANSFER SWITCH MMS MANUAL MOTOR STARTER BFG BELOW FINISHED GRADE MS MAGNETIC STARTER C CONDUIT MTS MANUAL TRANSFER SWITCH CCT CONTROL CIRCUIT TRANSFORMER NF NON-FUSED CCTV CLOSED CIRCUIT TELEVISION NL NIGHT LIGHT CB CIRCUIT BREAKER NTS NOT TO SCALE CMS COMBINATION MAGNETIC STARTER N/L UNSWITCHED NIGHT LIGHT CONT CONTACTOR OL OVERLOADS CP CONTROL PACKAGE OP OVERCURRENT PROTECTION CU CONDENSING UNIT PB PUSHBUTTON CUH CABINET UNIT HEATER PE PNEUMATIC -ELECTRIC SWITCH DC DIRECT CURRENT PL PILOT LIGHT DISC DISCONNECT SWITCH PUH PROPELLER UNIT HEATER EC ELECTRICAL CONTRACTOR PVC POLYVINYLCHLORIDE CONDUIT EF EXHAUST FAN 0 PHASE EMERG EMERGENCY QUAN QUANTITY EMT ELECTRICAL METALLIC TUBING R RELOCATED EP ELECTRIC -PNEUMATIC SWITCH RA RIGID ALUMINUM CONDUIT EWC ELECTRIC WATER COOLER RECEPT. RECEPTACLE EX EXISTING TO REMAIN RF RETURN FAN EXIST. EXISTING RGS RIGID GALVANIZED STEEL CONDUIT EXR EXISTING TO BE REMOVED SF SUPPLY FAN F FUSED SN SOLID NEUTRAL FA FIRE ALARM SW SWITCH FMS FLEXIBLE METAL CONDUIT SW & F SWITCH & FUSE G GROUND WIRE T THERMOSTAT GC GENERAL CONTRACTOR TC TIME CLOCK GFI GROUND FAULTINTERRUPTER TCC TEMPERATURE CONTROL CONTRACTOR HOA HAND -OFF -AUTO SELECTOR SWITCH TTB TELEPHONE TERMINAL BOARD HP HORSEPOWER TTC TELEPHONE TERMINAL CABINET Hz HERTZ TX POWER TRANSFORMER IC INTERRUPTING CURRENT V VOLT IMC INTERMEDIATE METAL CONDUIT W WIRE OR WATT INT INTERLOCK WM WIREMOLD KEC KITCHEN EQUIPMENT CONTRACTOR WP WEATHER PROTECTED KW KILOWATT W/ WITH LT LIGHT 0 WIRING CONNECTED (DELTA) LTS LIGHTS Y WIRING CONNECTED (WYE) MATV MASTER ANTENNA TELEVISION GE ELECTRICAL SYMBOL SCHEDULE DRAWN BY MOUNTING DESCRIPTION W MOUNTINHFL DESCRIPTION CAL WALL FL CEIL WALL W Q C� Z FLUORESCENT FIXTURE UPPERCASE LETTER IN QUOTES -TYPE LOWERCASE LETTER -SWITCH LEG O oN ICU CONTACTOR 0 ; LU RECESSED DOWNLIGHT U) \ /06 _ J Q (%j CAPACITOR E3 U �w H. I. D. FIXTURE U Ts W AUTOMATIC TRANSFER SWITCH Q I INCANDESCENT FIXTURE -DIRECTIONAL U Z OP U MANUAL STARTER (P - PILOT LIGHT) ® W Uj wd LIGHT FIXTURE ON EMERGENCY CIRCUIT L ® MAGNETIC MOTOR STARTER 0 H& Q EXIT LIGHT, LINE INDICATES FACE 01 x U COMBINATION MAGNETIC MOTOR STARTER ARROW INDICATES FACE WITH ARROW Of LL • • O 0 PUSHBUTTON STATION AS NOTED I SURFACE MOUNTED INCANDESCENT FIXTURE CIRCUIT BREAKER IN ENCLOSURE 0o f� BATTERY PACK LIGHTS DISCONNECT SWITCH (NON-FUSED) Q {+} SINGLE RECEPTACLE DISCONNECT SWITCH (FUSED) t$ SINGLE RECEPTACLE (+44" AFF) S SWITCH - SINGLE POLE 4@t (9C 0 DUPLEX CONVENIENCE OUTLET S2 SWITCH - 2 POLE CtGFI DUPLEX CON. OUTLET - GFI PROTECTED S3 SWITCH - 3 WAY DUPLEX CON. OUTLET (TOP HALF SWITCHED) S4 SWITCH - 4 WAY k9t RECEPTACLE (+44" AFF) SP SWITCH WITH PILOT LIGHT (ANY TYPE SW.) QUADRUPLEX OUTLET SWP SWITCH - WEATHERPROOF k QUADRUPLEX OUTLET (+44" AFF) SM I MOMENTARY CONTACT SWITCH Os SAFETY TYPE CONVENIENCE OUTLET ST MECHANICAL TIMER SWITCH 4QE QE DUPLEX CONVENIENCE OUTLET (EMERGENCY) SK KEYED SWITCH OWP WEATHERPROOF CONVENIENCE OUTLET (GFI) ❑c DIMMER SWITCH *WP EATk AFF PROOF CONVENIENCE OUTLET (GFI EN BUZZER GE 208/240V OUTLET (SIZE AS NOTED) BELL 00 208/240V OUTLET (SIZE AS NOTED) EXPLOSION PROOF CONVENIENCE OUTLET F0 NURSE CALL ZONE DOME LIGHT ® SPECIAL OUTLET (AS NOTED) NURSE CALL PATIENT DOME LIGHT -aC c ABOVE COUNTER VOICE/DATA OUTLET (+44") DS NURSE CALL DUTY STATION -11 VOICE/DATA OUTLET SS NURSE CALL STAFF STATION TELEPHONE OUTLET (VOICE ONLY) P1 NURSE CALL SINGLE PATIENT STATION �W TELEPHONE OUTLET (VOICE ONLY) +60" P2 NURSE CALL DOUBLE PATIENT STATION �P PUBLIC TELEPHONE OUTLET (VOICE ONLY) +48" M NURSE CALL MASTER STATION (DESK TOP) Q DATA OUTLET (DATA ONLY) B NURSE CALL CODE BLUE BUTTON © I© CLOCK OUTLET �� NURSE CALL EMERGENCY SWITCH WITH PULL CORD (D HE) CLOCK & CLOCK OUTLET E❑ NURSE CALL EMERGENCY SWITCH ©o GDDOUBLE FACE CLOCK & CLOCK OUTLET 0 CNURSE AB NET ALL SYSTEM TERMINAL EQUIPMENT © MASTER CLOCK © PHOTOCELL II -ED cH CHIME EE SOUND SYSTEM AMPLIFIER =E Q=[E] T.V. REMOTE CONTROL ='QTV =OTV <TV T.V. CAMERA OUTLET cnr� la CAMERA 0 VOLUME CONTROL =0P MOP PROJECTOR OUTLET (SYS. INPUTS) 0 MOTOR - SINGLE PHASE O FQs SPEAKER ® MOTOR - 3 PHASE ® I® SPEAKER (HORN TYPE) PLUGMOLD RACEWAY SQ T.V. ANTENNA OUTLET - WM - WIREMOLD RACEWAY =M COMB. T.V. ANTENNA AND DUPLEX OUTLET CONDUIT CONCEALED IN OR ABOVE CEILING F -O CALL-IN SWITCH -\ CONDUIT EXPOSED �=c aC CIRCUIT LIFTING JACK 100 CONDUIT CONCEALED IN OR BELOW FLOOR *C INTERCOM STATION HOMERUN QIM INTERCOM MASTER STATION CONDUIT TURNED UP 4m e4M MICROPHONE OUTLET \J CONDUIT TURNED DOWN =H HANDICAP DOOR PUSH PLATE-\ DIRECT BURIED CABLE �E EMERGENCY PANIC BUTTON -HOT -NEUTRAL -GROUND FACC FIRE ALARM CONTROL CABINET FIRE ALARM ANNUNCIATOR (REMOTE) ® �'\ TWISTED PAIR CABLE FRTG1 FIRE ALARM ANNUNCIATOR (REMOTE AND GRAPHIC) CONDUIT STUBBED OUT & CAPPED CONDUIT STUBBED OUT WITH BUSHING DD DIGITAL DIALER Q JQ QJ JUNCTION BOXES Q FIRE ALARM PULL STATION GROUND ROD &CONNECTION ® F0 FIRE ALARM HEAT DETECTOR (RATE OF RISE) O THERMOSTAT O L ^, FIRE ALARM SMOKE DETECTOR (PHOTO -ELECTRIC) T TRANSFORMER _ Nx- FIRE ALARM SMOKE DETECTOR (PHOTO -ELECTRIC WITH DUCT -PROBE) ® TIME CLOCK 48V D.C. EMERGENCY LIGHT �. FIRE ALARM SMOKE DETECTOR (IONIZATION WITH DUCT -PROBE) D ELECTRICAL DISTRIBUTION PANEL © L FLAME DETECTOR APPLIANCE PANEL QS FO FIRE ALARM SMOKE DETECTOR (IONIZATION) ® SPECIAL PANEL AS NOTED (ELECT.) TO FIRE ALARM TAMPER SWITCH OF FIRE ALARM FLOW SWITCH- CIRCUIT BREAKER © FIRE FIGHTERS TELEPHONE JACK COIL (RELAY, CONTACTOR OR CONTROLLER) FIRE ALARM MAGNETIC DOOR ALARM CONTACTS FUSE FO- NORMALLY OPEN CONTACTS DH FIRE ALARM MAGNETIC DOOR HOLDER - NORMALLY CLOSED CONTACTS FIRE ALARM DOOR HOLDER ROUGH -IN (IN HYDRAULIC DOOR CLOSER) _o 0- NORMALLY OPEN MOMENTARY CONTACT F� FIRE ALARM BELL/STROBE COMBINATION --0 L0- NORMALLY CLOSED MOMENTARY CONTACT © FIRE ALARM STROBE PILOT LIGHT FIRE ALARM SPEAKER SWITCH (MANUAL OR AS NOTED) FIRE ALARM CHIME TRANSFORMER ® Fe FIRE ALARM INDICATING LAMP (REMOTE) DET SHT DETAIL REFERENCE FIRE ALARM EMERGENCY PUBLIC TELEPHONE AND CABINET FIRE ALARM CHIME/STROBE COMBINATION SEC J SHT SECTION REFERENCE S L S L FIRE ALARM SPEAKER/STROBE COMBINATION 4 1 FIRE ALARM HORN/STROBE COMBINATION 04 FIRE ALARM HORN 2'-8�'1 MIN. IL 2'-81] MIN. A' )I 2X8 BLOCKING, FLUSH W/ FACE OF STUDS RECEPTACLE AND AV/TV OUTLET BOXES BLOCKING FOR TV BRACKET DETAIL 1 NO SCALE STUFF CAVITY WITH 6" INSULATION BATTS. 2"Al AS REQUIRED 2" CROSSBREAK ALUMINUM CAP ALUMINUM HOUSING REFRIGERANT PIPING AND RUBBER GROMMET ELECTRICAL CONDUIT. SEAL WITH SILICON CAULK SEAL WATERTIGHT (TYPICAL) ALUMINUM COUNTER FLASHING 2" X 8" TREATED WOOD w CURB Q FLASHING BY ROOFING CONTRACTOR, _ ,-ROOF INSULATION (2) 2" X 6" TREATED WOOD)Il Uf��METAL ROOF DECK ATTACH TO DECK JU 3 1/2" X 3 1/2" X 1/4" ANGLE ROOF OPENINGIRON. ANCHOR TO NEAREST STURCTURAL ELEMENT. OPENINGS 12"X12" AND LARGER BY OTHERS CONDUIT THRU ROOF DETAIL 2 NO SCALE TELECOMMUNICATION REQUIREMENTS AND SPECIFICATIONS 03/05/2013 PROJECT: ALL CURRENT PROJECTS PROPERTY NETWORK PROPERTY NETWORK ARCHITECTURE FIBER TO THE X (FTTX) IS THE PREFERRED WIRING FOR THE PROPERTY AS TO ALLOW FOR MAXIMUM BANDWIDTH AT EACH INDIVIDUAL RESIDENTIAL UNIT. COAXIAL INFRASTRUCTURE IS ALSO ACCEPTABLE BUT MUST UTILIZE THE LATEST WIRING TECHNOLOGY TO ACHIEVE HIGHEST LEVEL OF BANDWIDTH FROM THE CURB TO THE UNIT. COMMUNITY CHANNEL: WIRING AND EQUIPMENT FOR THE SETUP AND USE OF A COMMUNITY CHANNEL AT THE PROPERTY IS TO BE PROVIDED AND MUST ACCOMMODATE A CENTRALIZED HD CHANNEL INSERTION POINT OR IP BASED SERVER WITHIN THE CLUBHOUSE FOR A COMMUNITY CHANNEL VIDEO FEED. INFRASTRUCTURE AT EACH BUILDING MUST BE COMPATIBLE AND ALLOW FOR TWO POTS LINES PER BUILDING FOR FIRE ALARM MONITORING AND TO SATISFY STATE AND LOCAL CODE REQUIREMENTS FOR FIRE PROTECTION. DEMARK SERVICE TO THE CLUBHOUSE AND UNIT DISTRIBUTION BOX ONE (1) FIBER AND ONE (1) RG11 WILL BE HOME RUN TO EACH BUILDING, UNIT AND CLUBHOUSE FROM THE BUILDING'S INTERNAL DISTRIBUTION FACILITY ("IDF") (EQUIPMENT ROOM) (DEMARK), CLEARLY LABELED AS TO WHICH UNIT FROM THE IDF TO EACH UNIT DISTRIBUTION BOX. IF FIBER IS NOT INSTALLED, THEN ONE (1) CAT6 WILL REPLACE THE FIBER AND HOME RUN FROM THE IDF TO EACH UNIT DISTRIBUTION BOX. IN THE EQUIPMENT ROOM WHERE THE IDF IS LOCATED, A QUAD 110/120 VOLT OUTLET WILL BE INSTALLED AND A 4' X 4' PLYWOOD MOUNTING BOARD (MINIMUM, DEPENDING ON THE NUMBER OF UNITS TO BE SERVICED BY THE IDF). AMENITY CLUBHOUSE DISTRIBUTION BOX (1) SOHO ACCESSTM ENCLOSURE: SUTTLE PANEL SAE-42DCV - 42H X 14.25W X 3.75D HTTP: ZZW ftSUTTLEONUNE.COM/CATALOG/STRUCTURED-WIRING.HTML?LIMIT=ALL (2) 110/120 VOLT AC POWER TO PANEL CLUBHOUSE/ELEVATOR LOBBY OUTLET LOCATIONS AND EQUIPMENT REQUIREMENTS 1.LEASING OFFICE/WORK ROOMS OUTLETS - (1) RG6 QUAD SHIELDED (2) CAT6 2.ELEVATOR LOBBIES OUTLETS - (1) RG6 QUAD SHIELDED (2) CAT6 3.TV LOCATION OUTLETS - (1) RG6 QUAD SHIELDED (2) CAT6 4.COMPUTER LOCATION OUTLETS - (1) RG6 QUAD SHIELDED (2) CAT6 EACH OUTLET LOCATION WILL BE HOME RUN, CLEARLY LABELED AS TO THE OUTLET LOCATION TO THE UNIT DISTRIBUTION BOX AND BLANK PLATED. CAT 6 CABLES SHOULD BE TERMINATED WITH RJ45 CONNECTORS AND RJ11 WHERE PHONE IS INDICATED OR SERVICE REQUIRES. RG6 QUAD SHIELD SHOULD BE TERMINATED WITH FEMALE F STYLE CONNECTORS. THE CAT6, RJ45 AND RJ11 JACK WIRING MUST BE CONSISTENT WITH THE PATCH PANEL AT THE RESIDENTIAL PANEL AND WILL BE PROPERLY LABELED TO WHICH ROOM IT SERVES. BUNDLED COMP SERVICES: THE PROPERTY REQUIRES TWO SEPARATE BUNDLED COMP SERVICES THAT INCLUDE TV, HIGH SPEED INTERNET, WIRELESS AND PHONE. THE SERVICES MUST INCLUDE A MINIMUM OF 30MBPS DOWNLOAD AND 5MBPS UPLOAD. ONE OF THE TWO SERVICES MUST INCLUDE STATIC IP. EACH SERVICE SHOULD INCLUDE WIRELESS OPTIONS TO ALLOW FOR PUBLIC HOT SPOT(S) AND PRIVATE INTRANET FOR STAFF. EACH TV LOCATION WILL BE PROVIDED WITH INDIVIDUAL HD BOX UP TO (10) FOR THE PROPERTY. SERVICE MUST ALSO INCLUDE 3 PHONE LINES AND 1 FAX LINE FOR THE LEASING OFFICE, AND 2 FIRE ALARM POTS LINES (1 PERMANENT AND 1 BACKUP) FOR EACH BUILDING. UNIT UNIT DISTRIBUTION BOX (3) SOHO ACCESSTM ENCLOSURE: SUTTLE PANEL SAE-28PC - 28H X 14.25W X 3.75D HTTP: //WWW.SUTTLEONUNE.COM /CATALOG /STRUCTURED-WRING.HTML?OMIT=ALL (4) 110/120 VOLT AC POWER TO PANEL UNIT OUTLET LOCATIONS ONE BEDROOM UNITS 1.1IVING ROOM WALL MOUNTED TV - (1) RG6 QUAD SHIELDED (2) CAT6 2.LIVING ROOM TV- (1) RG6 QUAD SHIELDED (1) CAT6 3.COMPUTER DESK - (1) RG6 QUAD SHIELDED (1) CAT6 4.BEDROOM 1 TV - (1) RG6 QUAD SHIELDED (1) CAT6 TWO BEDROOM UNITS 1.LIVING ROOM WALL MOUNTED TV - (1) RG QUAD SHIELDED (2) CAT6 2.LIVING ROOM TV- (1) RG6 QUAD SHIELDED (1) CAT6 3.COMPUTER DESK - (1) RG6 QUAD SHIELDED (1) CAT6 4. BEDROOM 1 TV - (1) RG6 QUAD SHIELDED (1) CAT6 5.BEDROOM 2 TV - (1) RG6 QUAD SHIELDED (1) CAT6 EACH OUTLET LOCATION WILL BE HOME RUN, CLEARLY LABELED AS TO THE OUTLET LOCATION TO THE UNIT DISTRIBUTION BOX AND BLANK PLATED. CAT 6 CABLES SHOULD BE TERMINATED WITH RJ45 CONNECTORS AND RJ11 WHERE PHONE IS INDICATED OR SERVICE REQUIRES. RG6 QUAD SHIELD SHOULD BE TERMINATED WITH FEMALE F STYLE CONNECTORS.THE CAT6, RJ45 AND RJ11 JACK WIRING MUST BE CONSISTENT WITH THE PATCH PANEL AT THE RESIDENTIAL PANEL AND WILL BE PROPERLY LABELED TO WHICH ROOM IT SERVES. ONE 110/120 VOLT OUTLET WILL BE INSTALLED AT THE LIVING ROOM WALL MOUNTED TV LOCATION. PROJECT ELECTRICAL GENERAL NOTES: 1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO BIDDING AND BEFORE BEGINNING WORK. 2. REVIEW THE WORK OF OTHER TRADES. COORDINATE AND PLAN WORK WITH THE OTHER TRADES. ADJUST AS A RESULT OF COORDINATION. REVIEW COORDINATED EFFORTS WITH ENGINEER FOR APPROVAL. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL CEILING MOUNTED ITEMS. 4. STORE EQUIPMENT AND COMPONENTS IN A CLEAN, DRY LOCATION UNTIL READY FOR INSTALLATION. PROTECT FROM WEATHER, THEFT, DIRT, FUMES, WATER, CONSTRUCTION DEBRIS, ETC. AT ALL TIMES. ANY DAMAGED EQUIPMENT OR COMPONENT SHALL BE RESTORED AS NEW OR REPLACED. 5. ELECTRICAL DRAWINGS SHOW THE INTENDED ARRANGEMENT AND ROUTING OF ALL CONDUIT AND DEVICES. THEY SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. 6. PERFORM ALL WORK IN A SKILLED, PROFESSIONAL, MANNER MEETING THE ACCEPTANCE OF THE ENGINEER, ARCHITECT AND OWNER. 7. CLEAN ALL EQUIPMENT TO PRESENT A "LIKE NEW" CONDITION AT PROJECT COMPLETION. VACUUM CLEAN INTERNAL AREAS OF EQUIPMENT AND PANELS. 8. THE MOUNTING POSITION FOR ALL STRAIGHT BLADE, VERTICALLY ORIENTED, NEMA 5, 6, 7, 14 AND 15 RECEPTACLES SHALL BE SUCH THAT THE GROUND PIN IS UP (ABOVE PHASE AND NEUTRAL BLADES). THE MOUNTING POSITION FOR ALL STRAIGHT BLADE, HORIZONTALLY ORIENTED, NEMA 5 AND 7 RECEPTACLES SHALL BE SUCH THAT THE NEUTRAL BLADE IS UP (ABOVE THE PHASE BLADE). 9. ALL ABOVE COUNTER DEVICES, LIGHT SWITCHES, RECEPTACLES AND TELE/DATA ROUGH -INS, TO BE MOUNTED AT THE SAME ELEVATION. COORDINATE WITH ARCHITECTURAL CASEWORK ELEVATIONS, SECTIONS AND WALL TYPES. 10. FIRE DECTECTION AND ALARM SYSTEM TO BE DESIGN BUILD BY ELECTRICAL CONTRACTOR. 11. ALL RECEPTACLE CONDUCTORS SHALL BE 2-12 AWG, 1-12 AWG EG NMB CABLE UNLESS NOTED OTHERWISE. 12. ALL LIGHTING CONDUCTORS SHALL BE 2-12 AWG, 1-12 AWG EG NMB CABLE UNLESS NOTED OTHERWISE. 13. CIRCUIT ALL EMERGENCY/EXIT LIGHTS ON LIGHTING CIRCUIT SERVING THE SAME AREA BUT AHEAD OF ANY SWITCHING. 14. CIRCUIT ALL EXTERIOR EGRESS LIGHTS ON EXTERIOR LIGHTING CIRCUIT SERVING THE SAME AREA BUT AHEAD OF ANY SWITCHING. 15. VERIFY LOCATION OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. 16. INSTALL SINGLE GANG MASONRY BOX WITH 10 AWG NM CABLE TO OUTDOOR LIGHTING CONTRACTOR FOR FUTURE BUILDING MOUNTED LIGHTS BY OWNER. BOXES SHALL BE AT 1ST FLOOR CEILING LEVEL. COORDINATE ELEVATION WITH ARCHITECTURAL PLANS. 17. INSTALL SINGLE GANG MASONRY BOX WITH 10 AWG NM CABLE TO OUTDOOR LIGHTING CONTRACTOR FOR FUTURE BUILDING MOUNTED SIGN BY OWNER. BOX SHALL BE ABOVE CANOPY. COORDINATE ELEVATION WITH ARCHITECTURAL PLANS. 18. WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOMERUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. 19. REFER TO THE APPROPIATE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS WICH REQUIRE ELECTRICAL SERVICE. 20. CAPITAL LETTER BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE. REFER TO LIGHTING FIXTURE SCHEDULE FOR FIXTURE SELECTION. 21. EQUIPMENT GROUNDING CONDUCTORS ARE TO BE INCLUDED IN ALL RACEWAYS. 22. PROVIDE ELECTRICAL DEVICES IN ALL UNITS AS SHOWN ON ELECTRICAL FLOOR PLANS. CIRCUIT THESE DEVICES PER THE PANEL SCHEDULE AND THE NEC 2008. PROVIDE DISCONNECT SWITCH FOR EACH OUTDOOR HVAC UNIT SIZED PER NEC 2008 AND MANUFACTURER'S RECOMMENDATIONS. 23. VERIFY ALL MECHANICAL REQUIREMENTS WITH MECHANICAL CONTRACTOR AND MAKE ADJUSTMENTS TO PANELBOARDS AND SERVICES IF EQUIPMENT IS NOT AS NOTED. 24. COORDINATE ALL CEILING MOUNTED LIGHT FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN. 25. COORDINATE LOCATION OF TELEPHONE JUNCTION BOXES AND CATV SPLITTER BOXES WITH THE RESPECTIVE UTILITIES PRIOR TO BID/ROUGH-IN. 26. BOND BUILDING ELECTRODE SYSTEM TOGETHER AS PER NEC 2008 ARTICLE 250. 27. CONTRACTOR SHALL PROVIDE FAN RATED JUNCTION BOXES AT ALL CEILING FAN LOCATIONS. 28. CONTRACTOR SHALL NOT INSTALL ELECTRICAL OUTLET BOXES BACK-TO-BACK (IN SAME STUD SPACE)IN ONE HOUR RATED WALLS. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FIRE/SMOKE RATINGS AND INTEGRITY OF ALL ASSEMBLIES, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, CEILING AND SHAFTS. WHERE CONDUITS, BOXES, ETC. ARE RAN IN OR THROUGH, THESE ASSEMBLIES, PROVIDE THE REQUIRED SPACING, FIRE PROOFING AND/OR BACKING REQUIRED. 30. ALL FEEDERS ARE BASED ON COPPER CONDUCTORS. USE OF COMPACT ALUMINUM CONDUCTORS IS ALLOWED FOR FEEDERS. HOWEVER, FEEDERS TO UNIT PANELS SHALL BE COPPER. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR RE -SIZING OF ALL RACEWAYS, FEEDERS, ETC. WHERE ALUMINUM OPTIONS ARE CHOSEN. 31. MOUNTING HEIGHTS ARE NOTED TO THE CENTERLINE OF THE PARTICULAR DEVICE UNLESS OTHERWISE NOTED. 32. COORDINATE ALL PENETRATIONS AND PROVIDE PROPER FIRE, SMOKE, WATER/WEATHER PROOFING SEALS WITH REQUIRED WITH LOCAL CODE. 33. ALL BOXES AND RACEWAYS TO BE CONCEALED UNLESS OTHERWISE NOTED. COORDINATE WITH G.C. PRIOR TO SLAB POURS, WALL POURS, ETC. 34. LIGHTING FIXTURE BALLAST VOLTAGE SHALL MATCH THE POWER CIRCUIT SERVING THE FIXTURE. SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE 11 DRAWN BY W U) W JLW Z r^t LU Z W = ,v Z O SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE 11 DRAWN BY W U) W JLW Z r^t W Z W = ,v Z O ICU Z:w 141- ; LU N U) \ /06 _ J Q (%j N U 01.7 �w U W " x coo r.. _ U Z ovc U U V1 W Uj wd qc L orf � J Q Q x U U N LL O 0 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE 11 DRAWN BY W U) W JLW Z 5 Z W Z J Q M W O ICU N 141- N U) U J Q (%j Z ' - (:-I)Q 01.7 �w U J C7 w W Z w J coo r.. _ U Z ovc Q U M W Uj wd qc L orf SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE 11 DRAWN BY CHECKED BY U) NR JLW Z M W O ICU N 141- N z U m W (:-I)Q 0 LU L U W IL w Lu W Q � M W X orf � J Q z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE 11 DRAWN BY CHECKED BY 06/07113 NR JLW I DRAWING TITLE: SYMBOLS ABBREVIATIONS - ELECTRICALJi CERTIFIED BY: `�•'�� S = No. = :60870242' p'. STATE OF .'� %'FJS; SND I A N P.••'��`��`� /SNA • �- �\ / RAWING Nl f�ER PROJECT NUMBER 13003 LJ. DRAWN BY W U) NR JLW N u; z as W Z J Q CN M O Z en cc G CU �t F— Cn W W Z 0 W U Z -' CU z v N W c u � W . U Z _ Z m N W elf W 11 X J Q Z m j U Q U N O N LJ. DRAWN BY W U) NR JLW Z z as W Z J Q CN M O Z) cc G CU �t F— Cn Q U) Z 0 W U Z -' CU z W Z w =: W c J �r� W . U Z avc Z m '= _D elf W 11 X J Q SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE DRAWN BY CHECKED BY U) NR JLW Z CN M w cc G CU �t M W 0 UJ o a L U CU w }; W _ cn -v Q co W elf X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE DRAWN BY CHECKED BY 06/07/13 NR JLW DRAWING TITLE: BUILDING 1 - FLOORS 1-5 ELECTRICAL CERTIFIED BY: :60870242 PO ' STATS OF .'tom ,�� BONA ••� � ��. f E201 /ff� RAWING Nl N�ER PROJECT NUMBER 13003 C/) CN z M LU O 2 L N z U UJ O W 0 L � L w U W cn Q ~ CIO W J Q LL Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE 11 11 DRAWN BY W 06/07/13 LU JLW -r Z z W J Q D w W Z v to (D • i W _ Z n. z _=_ W J `LU � � fW LJJ Q (D UZ_ J Zm w 2 D 06 N T � 2 pn LU U O -.. - co U N O N C/) CN z M LU O 2 L N z U UJ O W 0 L � L w U W cn Q ~ CIO W J Q LL Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE 11 11 DRAWN BY W 06/07/13 LU JLW _Z Z z W J Q D H U) Q � W _ U Z LU Z z _=_ W `LU � fW LJJ Q (D UZ_ J Zm U 2 D W d pn C/) CN z M LU O 2 L N z U UJ O W 0 L � L w U W cn Q ~ CIO W J Q LL Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 REVISIONS: 11 ISSUE DATE 11 11 DRAWN BY CHECKED BY 06/07/13 NR JLW DRAWING TITLE: BUILDING 1 ROOF PLAN - ELECTRICAL CERTIFIED BY: No. -al 60870242 STATE OF of E202 / RAWING Nl. N�ER PROJECT NUMBER 13003 3 - ROOF) -- GFI U3� Ui UNIT B1 - TWO BEDROOM - ELECTRICAL SCALE: 1/4" = 1'-0" UNIT Al - STUDIO -1 BEDROOM - PLANS - ELECTRICAL SCALE: 1/4" = V-0" 1 E401 k 1 6 3 (ON ROOF) i L.7 If gSS UNIT A5 FLOOR PLAN - ELECTRICAL SCALE: 1/4" = 1'-0" TYPE 'B1' APARTMENT PANEL 125A AMP MAIN BREAKER; FLUSH MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; CIRCUIT BREAKER BRANCHES: (10,000 AMP I.C. RATING) 120/208V -10-3W LOAD DESCRIPTION TRIP FUSE SIZE POLES CIRC LOAD KW HP AMPERES LOAD KW HP CIRC POLES TRIP FUSE SIZE LOAD DESCRIPTION A B RANGE 50 2 1 - - 2 - 2 1 20 RECEPTACLES SMALL APPLIANCE _ 3 DISHWASHERS _ 3 4 1 20 - 4 1 20 RECEPTACLES SMALL APPLIANCE _ DRYER 40 2 5 - RECEPTACLES SMALL APPLIANCE 29.6', KVA - 6 1 20 RECEPTACLES SMALL APPLIANCE _ 8 1 20 7 ACU (ELEC. HEAT) 30 2 - 8 1 20 WASHING MACHINE _ ACU (ELEC. HEAT) 50 2 9 - 11 HVAC(HEATING) - 10 1 20 HOOD/MICROWAVE - CONDENSING UNIT zz 2 11 - - - - 12 1 20 RECEPTACLES AFCI - CONDENSING UNIT 20 2 13 - 16 1 - 14 1 20 LIGHTING 17 - zZZ - 15- 1 20 LIGHTING - 16 1 20 RECEPTACLES AFCI _ ELECTRIC WATER HEATER EWH - 1 25 2 17 - ACU (FAN) 15 - 18 1 20 LIGHTING 22 1 z Z 19 Zz23- - 20 1 20 RECEPTACLES GFCI _ ACU (FAN) 15 2 21 - - - - 22 1 20 DISHWASHER SPARE 20 zz 27 23 - 28 - 24 1 20 DISPOSAL 1 SPARE 20 1 25 - 1 20 - 26 1 20 SPARE - SPARE 20 1 27 - - 28 1 20 SPARE - SPARE 20 1 29 - - - 30 1 20 SPARE _ TYPE 'Al' APARTMENT PANEL 125A AMP MAIN BREAKER; FLUSH MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; CIRCUIT BREAKER BRANCHES: (10,000 AMP I.C. RATING) 120/208V -10-3W LOAD DESCRIPTION TRIP FUSE SIZE POLES CIRC LOAD KW HP AMPERES LOAD KW HP CIRC POLES TRIP FUSE SIZE LOAD DESCRIPTION A B RANGE 50 2 1 - _ - 2 1 20 RECEPTACLES SMALL APPLIANCE 20 Z_ _ 3 DISHWASHERS _ - 4 1 20 RECEPTACLES SMALL APPLIANCE DRYER 40 2 5 - _ - 6 1 20 RECEPTACLES SMALL APPLIANCE 29.6', KVA - 6 7 20 - - 8 1 20 WASHING MACHINE ACU (ELEC. HEAT) 30 2 9 - - - 10 1 20 HOOD/MICROWAVE 2 zz - 11 HVAC(HEATING) - - 12 1 20 RECEPTACLES AFCI CONDENSING UNIT 20 2 13 - - - 14 1 20 LIGHTING RECEPTACLES AFCI - CONDENSING UNIT 15 2 13 - 16 1 20 RECEPTACLES AFCI ELECTRIC WATER HEATER EWH - 1 25 2 17 - _ - 18 1 20 LIGHTING - z z 19 RECEPTACLES AFCI _ - 20 1 20 RECEPTACLES GFCI ACU (FAN) 15 2 21 - - - - 22 1 20 DISHWASHER 19 Zz23- z - I - 1 24 1 20 DISPOSAL SPARE 20 1 25 - - - 26 1 20 SPARE SPARE 20 1 27 - - 28 1 20 SPARE SPARE 20 1 29 - 1 - 30 1 20 SPARE TYPE 'A5' APARTMENT PANEL 125A AMP MAIN BREAKER; FLUSH MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; CIRCUIT BREAKER BRANCHES: (10,000 AMP I.C. RATING) 120/208V -10-3W LOAD DESCRIPTION TRIP FUSE SIZE POLES CIRC LOAD KW HP AMPERES LOAD KW HP CIRC POLES TRIP FUSE SIZE LOAD DESCRIPTION A B RANGE 50 2 1 - 5000 VA - 2 1 20 RECEPTACLES SMALL APPLIANCE _ 0.8KVA DISHWASHERS 1200 VA 3 1.2' KVA MICROWAVE/HOOD - 4 1 20 RECEPTACLES SMALL APPLIANCE _ DRYER 40 2 5 - SUBTOTAL 29.6', KVA - 6 1 20 RECEPTACLES SMALL APPLIANCE _ 10 KVA X 1LT0°'/a 7 REMAINDER 19.6 KVA X _ - 8 1 20 WASHING MACHINE - ACU (ELEC. HEAT) 30 2 9 - 1.6 KVA HVAC(HEATING) - 10 1 20 HOOD/MICROWAVE 36.942 KVA Z Z 11 0 - 12 1 20 RECEPTACLES AFCI - CONDENSING UNIT 20 2 13 - - 14 1 20 LIGHTING 15 - - 16 1 20 RECEPTACLES AFCI ELECTRIC WATER HEATER EWH - 1 25 2 17 - - 18 1 20 LIGHTING z X_ 19 - 20 1 20 RECEPTACLES GFCI ACU (FAN) 15 2 21 - - 22 1 20 DISHWASHER ZZ z 23 - 24 1 20 DISPOSAL - SPARE 20 1 25 - - - 26 1 20 SPARE - SPARE 20 1 27 - - 28 1 20 SPARE - SPARE 20 1 29 - - - 30 1 20 SPARE - PLAN NOTES: 01 NEMA 5-20 RECEPTACLE AND 20A CIRCUIT (2 #12, #12 G) FOR MICROWAVE/HOOD. ONEMA 14-50R RECEPTACLE AND 50A (3 #6, #10 G) CIRCUIT FOR RANGE. COORDINATE EXACT REQUIREMENTS WITH OWNER FURNISHED EQUIPMENT. O240V CIRCUIT, CONNECTION AND DISCONNECT FOR ACCU. REFER TO HVAC DRAWINGS FOR UNIT LOCATIONS. OPROVIDE UL LISTED 240V 2P 60A DISCONNECT FOR ACU AND HEATER 20A 2P DISC FOR FAN. OSWITCH TO CONTROL GARBAGE DISPOSER. 0 CEILING FAN WITH LIGHT KIT. OFLUSH MOUNTED LOAD CENTER. INSTALLATION SHALL MAINTAIN ANY FIRE RATING OF WALL. O8 NEMA 5-20R RECEPTACLE AND 20A (2 #12,#12 G) FOR WASHER. 0 NEMA 14-30R RECEPTACLE AND 30A CIRCUIT (3 #10, #10 GROUND) FOR DRYER. 10 SMOKE DETECTORS SHALL BE CONNECTED TO UNSWITCHED HOT CONDUCTOR IN CIRCUIT AND HAVE BUILT-IN STROBES IN ADAPTABLE UNITS. PROVIDE AUDIO/VISUAL HEARING IMPAIRED DEVICE IN ALL HANDICAP UNITS THAT ARE FOR VISUALLY/ HEARING IMPAIRED. TYPICAL 11 JUNCTION BOX FOR HARDWIRED CONNECTION TO DISHWASHER AND GARBAGE DISPOSER. (2) 20A CIRCUITS (3 #12,#12 G). GARBAGE DISPOSER CIRCUIT SHALL BE CONTROLLED BY ABOVE COUNTER SWITCH. 12 30AMP, 2 POLE, NEMA 1 DISCONNECT FOR WATER HEATER, 30A, 240V, CIRCUIT (2 #10, #10 G) 13 (1) SWITCH FOR FAN, (1) SWITCH FOR LIGHT ON FAN. 14 SOHO BOX FOR LOW VOLTAGE DEMARC. Unit"Bl" W 06/07113 W SQUARE FOOTAGE 1374 SF X 3 VA/SF 4.1 KVA KITCHEN /LAUNDRY 4500 VA Q 4.5 KVA RANGES 8000 VA 8 KVA DRYERS 5000 VA 5 KVA DISPOSALS 800 VA w 0.8KVA DISHWASHERS 1200 VA dW 1.2' KVA MICROWAVE/HOOD 1500 VA a __ u 1.5 KVA WATER HEATERS 4500 VA Ql V UZ z 45 KVA c� SUBTOTAL 29.6', KVA DEMAND FACTOR _ NO ____ i 1ST 10 KW 10 KVA X 1LT0°'/a 10.0' KVA REMAINDER 19.6 KVA X _ 40°!o 7.8 KVA HVAC. (HEAT PUMP) O KVA 100 0.0 KVA HVAC (COOLING) 1.56 KVA 100 1.6 KVA HVAC(HEATING) 5.76 KVA 65 33 KVA 36.942 KVA TOTAL 0 23,2' KVA Note: pernec220-82 VOLTAGE; 208 /120 PHASE: 1 111.3 AMPS PLAN NOTES: 01 NEMA 5-20 RECEPTACLE AND 20A CIRCUIT (2 #12, #12 G) FOR MICROWAVE/HOOD. ONEMA 14-50R RECEPTACLE AND 50A (3 #6, #10 G) CIRCUIT FOR RANGE. COORDINATE EXACT REQUIREMENTS WITH OWNER FURNISHED EQUIPMENT. O240V CIRCUIT, CONNECTION AND DISCONNECT FOR ACCU. REFER TO HVAC DRAWINGS FOR UNIT LOCATIONS. OPROVIDE UL LISTED 240V 2P 60A DISCONNECT FOR ACU AND HEATER 20A 2P DISC FOR FAN. OSWITCH TO CONTROL GARBAGE DISPOSER. 0 CEILING FAN WITH LIGHT KIT. OFLUSH MOUNTED LOAD CENTER. INSTALLATION SHALL MAINTAIN ANY FIRE RATING OF WALL. O8 NEMA 5-20R RECEPTACLE AND 20A (2 #12,#12 G) FOR WASHER. 0 NEMA 14-30R RECEPTACLE AND 30A CIRCUIT (3 #10, #10 GROUND) FOR DRYER. 10 SMOKE DETECTORS SHALL BE CONNECTED TO UNSWITCHED HOT CONDUCTOR IN CIRCUIT AND HAVE BUILT-IN STROBES IN ADAPTABLE UNITS. PROVIDE AUDIO/VISUAL HEARING IMPAIRED DEVICE IN ALL HANDICAP UNITS THAT ARE FOR VISUALLY/ HEARING IMPAIRED. TYPICAL 11 JUNCTION BOX FOR HARDWIRED CONNECTION TO DISHWASHER AND GARBAGE DISPOSER. (2) 20A CIRCUITS (3 #12,#12 G). GARBAGE DISPOSER CIRCUIT SHALL BE CONTROLLED BY ABOVE COUNTER SWITCH. 12 30AMP, 2 POLE, NEMA 1 DISCONNECT FOR WATER HEATER, 30A, 240V, CIRCUIT (2 #10, #10 G) 13 (1) SWITCH FOR FAN, (1) SWITCH FOR LIGHT ON FAN. 14 SOHO BOX FOR LOW VOLTAGE DEMARC. Unit "Al" W 06/07113 W SQUARE FOOTAGE 914 SF X 3 VA/SF 2.7 KVA KITCHEN /LAUNDRY 4500 VA Q 4.5 KVA RANGES 8000 VA- 8' KVA DRYERS 5000 VA 5 KVA DISPOSALS 800 VA w 0.8 KVA DISHWASHERS 1200 VA dW 1.2 KVA MICROWAVE/HOOD 1500 VA a __ u 1.5 KVA WATER HEATERS 4500 VA Ql V UZ z 4,5 KVA c� SUBTOTAL 28.2 KVA DEMAND FACTOR NO ____ i 1ST 10 KW _ 10 KVA X 10OP/0 10.0 KVA REMAINDER 18.2 KVA X 40%'o 7.3 KVA HVAC. (HEAT PUMP) 0 KVA 100 0.0 KVA HVAC (COOLING) 1.48 KVA 100 1.5 KVA HVAC (HEATING) 4.8 KVA 65 3.1 KVA .34.522 KVA TOTAL 0 21.9 KVA Note: per nec220-82 VOLTAGE: 208,/120 PHASE: 1 105.3 AMPS PLAN NOTES: 01 NEMA 5-20 RECEPTACLE AND 20A CIRCUIT (2 #12, #12 G) FOR MICROWAVE/HOOD. ONEMA 14-50R RECEPTACLE AND 50A (3 #6, #10 G) CIRCUIT FOR RANGE. COORDINATE EXACT REQUIREMENTS WITH OWNER FURNISHED EQUIPMENT. O240V CIRCUIT, CONNECTION AND DISCONNECT FOR ACCU. REFER TO HVAC DRAWINGS FOR UNIT LOCATIONS. OPROVIDE UL LISTED 240V 2P 60A DISCONNECT FOR ACU AND HEATER 20A 2P DISC FOR FAN. OSWITCH TO CONTROL GARBAGE DISPOSER. 0 CEILING FAN WITH LIGHT KIT. OFLUSH MOUNTED LOAD CENTER. INSTALLATION SHALL MAINTAIN ANY FIRE RATING OF WALL. O8 NEMA 5-20R RECEPTACLE AND 20A (2 #12,#12 G) FOR WASHER. 0 NEMA 14-30R RECEPTACLE AND 30A CIRCUIT (3 #10, #10 GROUND) FOR DRYER. 10 SMOKE DETECTORS SHALL BE CONNECTED TO UNSWITCHED HOT CONDUCTOR IN CIRCUIT AND HAVE BUILT-IN STROBES IN ADAPTABLE UNITS. PROVIDE AUDIO/VISUAL HEARING IMPAIRED DEVICE IN ALL HANDICAP UNITS THAT ARE FOR VISUALLY/ HEARING IMPAIRED. TYPICAL 11 JUNCTION BOX FOR HARDWIRED CONNECTION TO DISHWASHER AND GARBAGE DISPOSER. (2) 20A CIRCUITS (3 #12,#12 G). GARBAGE DISPOSER CIRCUIT SHALL BE CONTROLLED BY ABOVE COUNTER SWITCH. 12 30AMP, 2 POLE, NEMA 1 DISCONNECT FOR WATER HEATER, 30A, 240V, CIRCUIT (2 #10, #10 G) 13 (1) SWITCH FOR FAN, (1) SWITCH FOR LIGHT ON FAN. 14 SOHO BOX FOR LOW VOLTAGE DEMARC. Unit "A5" W 06/07113 W SQUARE FOOTAGE 101.9 5F X 3 VA/SF 3.1 KVA KITCHEN /LAUNDRY 4500 VA Q 4.5 KVA RANGES 8000 VA 8 KVA DRYERS 5000 VA 5 KVA DISPOSALS 800 VA w 0.8 KVA DISHWASHERS 1200 VA dW 1.2 KVA MICROWAVE/HOOD 1500 VA a __ u 15 KVA WATER HEATERS 4500 VA Ql V UZ z 4.5, KVA c� SUBTOTAL 28.6 KVA DEMAND FACTOR NO ____ i IST 10 KW 10 KVA X 100% 10.0 KVA REMAINDER 18.6 KVA X 40PA � 7.4 KVA HVAC (HEAT PUMP) 0 KVA 100 0.0 KVA HVAC(COOLING) 1.48 KVA 100 1.5 KVA HVAC(HEATING) 4.8 KVA 65 3.1 KVA .34.837 KVA TOTAL 0 22.0 KVA Note: per nec220-82 VOLTAGE. 208 /120 PHASE: 11 105.9 AMPS PLAN NOTES: 01 NEMA 5-20 RECEPTACLE AND 20A CIRCUIT (2 #12, #12 G) FOR MICROWAVE/HOOD. ONEMA 14-50R RECEPTACLE AND 50A (3 #6, #10 G) CIRCUIT FOR RANGE. COORDINATE EXACT REQUIREMENTS WITH OWNER FURNISHED EQUIPMENT. O240V CIRCUIT, CONNECTION AND DISCONNECT FOR ACCU. REFER TO HVAC DRAWINGS FOR UNIT LOCATIONS. OPROVIDE UL LISTED 240V 2P 60A DISCONNECT FOR ACU AND HEATER 20A 2P DISC FOR FAN. OSWITCH TO CONTROL GARBAGE DISPOSER. 0 CEILING FAN WITH LIGHT KIT. OFLUSH MOUNTED LOAD CENTER. INSTALLATION SHALL MAINTAIN ANY FIRE RATING OF WALL. O8 NEMA 5-20R RECEPTACLE AND 20A (2 #12,#12 G) FOR WASHER. 0 NEMA 14-30R RECEPTACLE AND 30A CIRCUIT (3 #10, #10 GROUND) FOR DRYER. 10 SMOKE DETECTORS SHALL BE CONNECTED TO UNSWITCHED HOT CONDUCTOR IN CIRCUIT AND HAVE BUILT-IN STROBES IN ADAPTABLE UNITS. PROVIDE AUDIO/VISUAL HEARING IMPAIRED DEVICE IN ALL HANDICAP UNITS THAT ARE FOR VISUALLY/ HEARING IMPAIRED. TYPICAL 11 JUNCTION BOX FOR HARDWIRED CONNECTION TO DISHWASHER AND GARBAGE DISPOSER. (2) 20A CIRCUITS (3 #12,#12 G). GARBAGE DISPOSER CIRCUIT SHALL BE CONTROLLED BY ABOVE COUNTER SWITCH. 12 30AMP, 2 POLE, NEMA 1 DISCONNECT FOR WATER HEATER, 30A, 240V, CIRCUIT (2 #10, #10 G) 13 (1) SWITCH FOR FAN, (1) SWITCH FOR LIGHT ON FAN. 14 SOHO BOX FOR LOW VOLTAGE DEMARC. V J CV z C`7 LU O C6 � N z U m N W E 0 0 CU � L W w Q �-- o w M �y X J Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 11 ISSUE DATE DRAWN BY W 06/07113 W JLW -fit- 5 Z W Q W H Poo w ;. dW UZ c� zLL] a __ u LAJ c > Ql V UZ z Z m c� 06 NO ____ i U W [ j U V i 0 U 0 V J CV z C`7 LU O C6 � N z U m N W E 0 0 CU � L W w Q �-- o w M �y X J Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 11 ISSUE DATE DRAWN BY W 06/07113 W JLW Z 5 Z W Q H Qz dW UZ c� zLL] a __ W LAJ c Ql V UZ -A C_*A Z m c� L NO ____ i V J CV z C`7 LU O C6 � N z U m N W E 0 0 CU � L W w Q �-- o w M �y X J Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 11 ISSUE DATE DRAWN BY CHECKED BY 06/07113 NR JLW DRAWING TITLE: BUILDING 1 - UNIT PLANS - ELECTRICAL CERTIFIED BY: No. ' �.60870242. � '. STATE OF lff� RAWING NLUSER f E301 PROJECT NUMBER 13003 L.L DRAWN BY W 06/07/13 LU JLW Z Z Z N u J Q H 1101, Z — V�J Q9 • ? UZLU _ J U z � LLJ LU o __ J Q V U_ Z _ &v Zm v 2 � U�r L W rD LU u u I Q x `� - < r Q I L Q O C/) U N O N L.L DRAWN BY W 06/07/13 LU JLW Z Z w J Q H 1101, Q U) — W UZLU _ J U z � W Z w LU o __ J Q V U_ Z _ &v Zm v 2 � W a L U) CV Z M w O G0 CU � N z ZD N — O LUE O LU ° C/) U � LU w Q ~ Cy') W X � X J Q Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 11 ISSUE DATE DRAWN BY CHECKED BY 06/07/13 NR JLW DRAWING TITLE: BUILDING 2 - FLOORS 1-5 - ELECTRICAL CERTIFIED BY: `��I11111111//�� wr'' No. �60870242Q-- p'. STAII OF P,.•��N��` / RAWING N1 N6SER E 2 01 PROJECT NUMBER 13003 =:4' ACCU-1 IN \ :!(MA� BUILDING 2 ROOF PLAN - ELECTRICAL SCALE: 1 /8" = 1'-0" M IV IV M - �M N LJ. DRAWN BY W U) W JLW Z >v as W z J Q 04 M W r z *IJ in 0 POO W z U 1�1 -_ R' W O o UZ JC7 W Z W w / LU V Q(D U_ Z_ J 2 Z m v 2 D F—W U) ) W a JL - C i X �C/, et" Z J Q LL O co U N O N LJ. DRAWN BY W U) W JLW Z Z as W z J Q 04 M LIJ O (.0 c G Cts� N H z U U) -_ R' W O o UZ JC7 W Z W w / LU V Q(D U_ Z_ J 2 Z m v 2 D F—W U) ) W a JL - SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY U) NR JLW z 04 M LIJ O (.0 c G Cts� N IWO z U m W O o LU o L � U aco W � _ U)w s= Q F—W U) ) N X J Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 NR JLW DRAWING TITLE: BUILDING 2 ROOF PLAN - ELECTRICAL CERTIFIED BY: ```\`��Illllltil///��/,i r\ S FR --0'608702 p ' STATE OF i Vk / RAWING NL USER E202 PROJECT NUMBER 13003 LL DRAWN BY W U) W JLW Z_ Z z ry Z J Q <r CV M w W J Z H "Zi- ;. • P V r LU W CU J z ^ l� c� chi /_ \C8 • M � Y. U N U i r U_Z_ N 06 U M N TZ D W a ry X 'J Q LU Z H LL j O U N O N 0 LL DRAWN BY W U) W JLW Z_ Z z W Z J Q CV M w D H ICU N "Zi- ;. Qz W CU U Z J Ur c� chi W Z w W w a (D w U_Z_ C-� Z Ib U M W TZ D W a ry SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY U) NR JLW Z CV M w O ICU N "Zi- m w o W CU C/) CU U O W w _ -a Q � M W ry X 'J Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY 06107/13 NR JLW DRAWING TITLE: BUILDING 2 - UNIT PLANS - ELECTRICAL CERTIFIED BY: No. x:60870242 .-*o-- p ' STATE OF -z- ;;e%, 01 �Jf SND I AN P,.••'��``` / RAWING NU E301 W ER PROJECT NUMBER 13003 MAl MB - h _ S - �E U r UNIT B2 - UPPER LEVEL - ELECTRICAL SCALE: 1/4" = V-0" MB 'U ' t CLOSET 13 U1, KITCHEN #1 dS3 UP -r:- UNIT B2 - LOWER LEVEL - ELECTRICAL SCALE: 1/4" = 1'-0" M10 M9) TYPE 'B2' APARTMENT PANEL 125A AMP MAIN BREAKER; FLUSH MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; CIRCUIT BREAKER BRANCHES: (10,000 AMP I.C. RATING) 120/208V -10-3W LOAD DESCRIPTION TRIP FUSE SIZE POLES CIRC LOAD KW HP AMPERES LOAD KW HP CIRC POLES TRIP FUSE SIZE LOAD DESCRIPTION A B RANGE 50 2 1 - - - 2 1 20 RECEPTACLES SMALL APPLIANCE 800 VA Z z3 4.8 KVA DISHWASHERS - - 4 1 20 RECEPTACLES SMALL APPLIANCE DRYER 40 2 5 - - - 6 1 PO RECEPTACLES SMALL APPLIANCE 29.0 KVA DEMAND FACTOR x 7 Z 1ST 10 KW 8 1 20 WASHING MACHINE ACU (ELEC. HEAT) 60 2 9 - HVAC (HEAT PUMP) - 10 1 20 HOOD/MICROWAVE 2.12 KVA zZZ 100 11 HVAC (HEATING) 7.2 KVA - 12 1 20 RECEPTACLES AFCI CONDENSING UNIT 20 2 13 - - 14 1 1 20 LIGHTING zz 15za - - 16 1 20 RECEPTACLES AFCI ELECTRIC WATER HEATER EWH - 1 25 2 17 - - 18 1 20 LIGHTING ZZI 19 - - 20 1 20 RECEPTACLES GFCI ACU (FAN) 15 2 21 - - 22 1 20 DISHWASHER 23 - 24 1 20 DISPOSAL SPARE 20 1 25 - - - 26 1 20 SPARE SPARE 20 1 27 - - 28 1 20 SPARE SPARE 20 1 29 - E EVA - 30 1 20 SPARE (TOTAL 24.4 KVA - Note: per nec220-82 VOLTAGE: 208/120 1PHASE; 1 117.3 AMPS PLAN NOTES: O1 NEMA 5-20 RECEPTACLE AND 20A CIRCUIT (2 #12, #12 G) FOR MICROWAVE/HOOD. 2O NEMA 14-50R RECEPTACLE AND 50A (3 #6, #10 G) CIRCUIT FOR RANGE. COORDINATE EXACT REQUIREMENTS WITH OWNER FURNISHED EQUIPMENT. O3 240V CIRCUIT, CONNECTION AND DISCONNECT FOR ACCO. REFER TO HVAC DRAWINGS FOR UNIT LOCATIONS. OPROVIDE UL LISTED 240V 2P 60A DISCONNECT FOR ACU AND HEATER 20A 2P DISC FOR FAN. OSWITCH TO CONTROL GARBAGE DISPOSER. O6 CEILING FAN WITH LIGHT KIT. OFLUSH MOUNTED LOAD CENTER. INSTALLATION SHALL MAINTAIN ANY FIRE RATING OF WALL. O8 NEMA 5-20R RECEPTACLE AND 20A (2 #12,#12 G) FOR WASHER. ONEMA 14-30R RECEPTACLE AND 30A CIRCUIT (3 #10, #10 GROUND) FOR DRYER. 10 SMOKE DETECTORS SHALL BE CONNECTED TO UNSWITCHED HOT CONDUCTOR IN CIRCUIT AND HAVE BUILT-IN STROBES IN ADAPTABLE UNITS. PROVIDE AUDIO/VISUAL HEARING IMPAIRED DEVICE IN ALL HANDICAP UNITS THAT ARE FOR VISUALLY/ HEARING IMPAIRED. TYPICAL 11 JUNCTION BOX FOR HARDWIRED CONNECTION TO DISHWASHER AND GARBAGE DISPOSER. (2) 20A CIRCUITS (3 #12,#12 G). GARBAGE DISPOSER CIRCUIT SHALL BE CONTROLLED BY ABOVE COUNTER SWITCH. 12 30AMP, 2 POLE, NEMA 1 DISCONNECT FOR WATER HEATER, 30A, 240V, CIRCUIT (2 #10, #10 G) 13 (1) SWITCH FOR FAN, (1) SWITCH FOR LIGHT ON FAN. 14 SOHO BOX FOR LOW VOLTAGE DEMARC. Unit"B2" -t- -: CO LU SQUARE FOOTAGE 2163 SF X 3 VA/SF 3.5 KVA KITCHEN /LAUNDRY 4500 VA J Q 4.5 KVA RANGES 8000 VA a O S KVA DRYERS 5000 VA :� 5 KVA DISPOSALS 800 VA U W 4.8 KVA DISHWASHERS 1200 VA Q 0 _ 1.2 KVA MICROWAVE/HOOD 1500 VA as_ J C� 3.5 KVA WATER HEATERS 4500 VA E N 4.5 KVA LAJ f ' Q V U_Z_ SUBTOTAL 29.0 KVA DEMAND FACTOR x ry - F 1ST 10 KW 10 KVA x 10CP/0 10.0 KVA REMAINDER 19,0 KVA X 406/6 � 7,6 KVA HVAC (HEAT PUMP) 0<KVA 1€ 0 0.0 KVA HVAC (COOLING) 2.12 KVA 2 a 100 2.1 KVA HVAC (HEATING) 7.2 KVA 65 4.7 KVA 38.309 KVA (TOTAL 24.4 KVA - Note: per nec220-82 VOLTAGE: 208/120 1PHASE; 1 117.3 AMPS PLAN NOTES: O1 NEMA 5-20 RECEPTACLE AND 20A CIRCUIT (2 #12, #12 G) FOR MICROWAVE/HOOD. 2O NEMA 14-50R RECEPTACLE AND 50A (3 #6, #10 G) CIRCUIT FOR RANGE. COORDINATE EXACT REQUIREMENTS WITH OWNER FURNISHED EQUIPMENT. O3 240V CIRCUIT, CONNECTION AND DISCONNECT FOR ACCO. REFER TO HVAC DRAWINGS FOR UNIT LOCATIONS. OPROVIDE UL LISTED 240V 2P 60A DISCONNECT FOR ACU AND HEATER 20A 2P DISC FOR FAN. OSWITCH TO CONTROL GARBAGE DISPOSER. O6 CEILING FAN WITH LIGHT KIT. OFLUSH MOUNTED LOAD CENTER. INSTALLATION SHALL MAINTAIN ANY FIRE RATING OF WALL. O8 NEMA 5-20R RECEPTACLE AND 20A (2 #12,#12 G) FOR WASHER. ONEMA 14-30R RECEPTACLE AND 30A CIRCUIT (3 #10, #10 GROUND) FOR DRYER. 10 SMOKE DETECTORS SHALL BE CONNECTED TO UNSWITCHED HOT CONDUCTOR IN CIRCUIT AND HAVE BUILT-IN STROBES IN ADAPTABLE UNITS. PROVIDE AUDIO/VISUAL HEARING IMPAIRED DEVICE IN ALL HANDICAP UNITS THAT ARE FOR VISUALLY/ HEARING IMPAIRED. TYPICAL 11 JUNCTION BOX FOR HARDWIRED CONNECTION TO DISHWASHER AND GARBAGE DISPOSER. (2) 20A CIRCUITS (3 #12,#12 G). GARBAGE DISPOSER CIRCUIT SHALL BE CONTROLLED BY ABOVE COUNTER SWITCH. 12 30AMP, 2 POLE, NEMA 1 DISCONNECT FOR WATER HEATER, 30A, 240V, CIRCUIT (2 #10, #10 G) 13 (1) SWITCH FOR FAN, (1) SWITCH FOR LIGHT ON FAN. 14 SOHO BOX FOR LOW VOLTAGE DEMARC. SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY -t- -: CO LU JLW >y w 1 z Z W z J Q CV M LU a O W Z M *I�_ :� Z .N t U W - CD Q 0 _ W >CS as_ J C� z U 06 u5 E N _J // ^� LAJ f ' Q V U_Z_ J W U x ry - F r a z LL L 2 a 0 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY w CO LU JLW Z 1 z Z W z J Q CV M LU a O co Pill 'Ile_ N z U U) W CD Q 0 _ W UZ as_ J C� z � W Z u5 W a _J // ^� LAJ f ' Q V U_Z_ J Z m U = Z ry - W d J Q SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY CO NR JLW 1 z CV M LU O co Pill 'Ile_ N z U 00 W CD w 0 ° L il � U � a w W _ CO -2- Q co W ry - X J Q z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 NR JLW DRAWING TITLE: BUILDING 2 - UNIT PLANS - ELECTRICAL CERTIFIED BY: ``\%\\111111111///,// fRF = No. = 60870242:� p'. STATE OF 14 / PAWING Nl. I�ER PROJECT NUMBER 13003 3 ®R10F ----- DRAWN BY CD V J W JLW /Z V Z >v Z J Q 04 M w O ca 777 ...... �a: INE, W v n U W Z C ,n = -- U • Poo .� _Z Ldz J Ur W ZU W c a (D J U_ Z_ 25 Zm C L M W > �y X�. Q Z Z 0 LL r 75 Q ;%1 2 a o U U N O N LJ. DRAWN BY W V J W JLW /Z V Z W Z J Q 04 M w O ca 777 ...... �a: INE, H N 0 U Q z � W = -- U cs _Z Ldz J Ur W Z ZU W c a (D J U_ Z_ 25 Zm C L M W J W d �y SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY V J NR JLW Z 04 M w O ca 777 N N z U m C 0 oU 0 O o Cn U 0 L W w => L M W �y X�. Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07113 NR JLW DRAWING TITLE: BUILDING 2 - UNIT PLANS - ELECTRICAL CERTIFIED BY: No. -w :60870242: STATS OF AN P.•� �� `�� / RAWING NI.E303 6 8ER PROJECT NUMBER 13003 BUILDING 1 EMERGENCY STAND-BY GENERATOR 15 KW 120/208V.30 4W TO ELEVATOR #1 BUILDING -1 EMERGENCY POWER DIAGRAM SCALE: NO SCALE PANEL "HOUSE": HP1A 225 AMP MAIN LUG ONLY; SURFACE MOUNTED; BOTTOM FEED; EQUIPMENT GROUND BUS; WITH BRANCH BREAKERS AS FOLLOWS: 120/208V -30-4W (10,000 AMP I.C. RATING), NEMA 3R RATING), NEMA 1 1 ` W'' J SQUARE FOOTAGE 7115 SF X 3 VA/SF 21.3 KVA KITCHEN /LAUNDRY 4500 VA 4500 VA 11 108.0 KVA RANGES _ 8003 VA 1�1 24 192.0 KVA DRYERS 5000 VA 5000 VA 1'1 DESCRIPTION 120.0 KVA •1 800 VA 800 VA 24 19.2 KVA DISHWASHERS 1200 VA 1200 VA LOAD DESCRIPTION '1 MICROWAVE/HOOD 1'1 DESCRIPTION 1500 VA 24 36.0 KVA WATER HEATERS 4500 VA 4503 VA 24 • TOTAL HVAC (excl. comm. areas) 10000 VA 10000 VA 1 WALL MOUNTED EXTERIOR LIGHTS �oo�o� TOTAL LOAD 643.3 KVA HOUSE LOADS HOUSE LOADS 0000 a Sao.1ST SQUARE FOOTAGE 1000 SF X FLOOR EXIT/EMERGENCY LIGHTS 2.0 KVA COMMON HVAC 40.4 VA 45 VA 4TH FLOOR LIGHTS 40.4 KVA RETAIL LOADS RETAIL LOADS RETAIL(RESTURANT) 0 SF X 25 VA/SF 0.0 KVA TOTAL LOADS TOTALLOADS o MEMOS DEMAND FACTOR TOTAL APARTMENT LOAD 643.3 KVA X 35% STAIR #1 LIGHTS TOTAL COMMON AREA LOAD 42.4 KVA X 100% 42.4 KVA TOTAL RETAIL LOAD 0.0 KVA NEW 100% 0.0 KVA H.P. MOTOR LOADS (ELEVATORS) 16.0 KVA X a 611 E I tell] klklkld I Lot] moosINNEENEENEEMINM WOMB 0.0 KVA X 100% 0.0 KVA 5TH FLOOR LIGHTS 0.0 KVA 0 0 a STAIR #2 LIGHTS N . E. C. 220-84 ® ..' TOTAL OVERALL DEMAND TOTAL OVERALL DEMAND 283.6 KVA //• B©©®MOWN PHASE: 3 787.1 AMPS \®®�� 1 11•EXIT/EM LTS. 2ND FLOOR RECEPTACLES E M 0 0 a 1ST FLOOR RECEPTACLES mamENNEESEENES \\Mama ACCU-1-4 (ROOF) 3RD FLOOR RECEPTACLES 2ND FLOOR LIGHTS ®O 3RD FLOOR LIGHTS 4TH FLOOR RECEPTACLES a 0 ACCU-1 (4TH 11' •11 MENEEME N IN mamaMOWN:": OO \ F.WFWEF�M� MO® 1 ® 1 . 1 •11 mama FIRE ALARM PANEL �o®a � �� e„ e®oma • • � mo®■\e e�a� BOOSTER PUMP DWBP-11 ••1 1 a 0 0 0 am e a BOOSTER PUMP DWBP-2 nommNE000,111 � mom E\011 E� SE \\\EWMM e a.m :i \01000\00mac N ®00 OON0 IM11001out 10 .., , MOWNe�oe 1ST FLOOR WATER HTR - MEN 11001 • • / 1 1ST FLOOR WATER HTR - WOMEN 0 0 om- a 0 a M;. 0 a M M I E EftE E N -0. mom mom IFIN amINNE000\011 a 0 gm m em sell a a M � MMMME I 13'-1" 125A 10 SOCKETS (TYPICAL UNLESS NOTED) 0000o0o0o0o0 ENTER, 0 0 0 0 0 0 o0o0o0o0o0o0 1200A MAIN CB 120/208V -30-4W METER CENTER 1 (THE MEZZ ON 3RD) SCALE: 1/2" = 1'-0" C TENANT PANEL '1-1' 225A 30 SOCKET HOUSE PANEL 'HP18' 225A 30 SOCKET ELEVATOR -1 100A 30 SOCKET 79.56" TENANT PANEL '1-2' 225A 30 SOCKET HOUSE PANEL 'HP1A' 225A 30 SOCKET HOUSE PANEL 'HP2' 225A 30 SOCKET METER CENTER 2 THE MEZZ ON THE MONON SCALE: 1/2" = 1'-0" PANEL / 1 MOUNTED; BOTTOM 1; EQUIPMENT GROUND: BREAKERS AS FOLLOWS: 1 1: (10,000 AMP I.C. RATING), NEMA 1 1 ` W'' J SQUARE FOOTAGE 7115 SF X 3 VA/SF 21.3 KVA KITCHEN /LAUNDRY 4500 VA 4500 VA 11 108.0 KVA RANGES 1200A MAIN CB 120/208V -30-4W METER CENTER 1 (THE MEZZ ON 3RD) SCALE: 1/2" = 1'-0" C TENANT PANEL '1-1' 225A 30 SOCKET HOUSE PANEL 'HP18' 225A 30 SOCKET ELEVATOR -1 100A 30 SOCKET 79.56" TENANT PANEL '1-2' 225A 30 SOCKET HOUSE PANEL 'HP1A' 225A 30 SOCKET HOUSE PANEL 'HP2' 225A 30 SOCKET METER CENTER 2 THE MEZZ ON THE MONON SCALE: 1/2" = 1'-0" PANEL / 1 MOUNTED; BOTTOM 1; EQUIPMENT GROUND: BREAKERS AS FOLLOWS: 1 1: (10,000 AMP I.C. RATING), NEMA 1 1 ` W'' J SQUARE FOOTAGE 7115 SF X 3 VA/SF 21.3 KVA KITCHEN /LAUNDRY 4500 VA 4500 VA 11 108.0 KVA RANGES _ 8003 VA 1�1 24 192.0 KVA DRYERS 5000 VA 5000 VA 1'1 DESCRIPTION 120.0 KVA •1 800 VA 800 VA 24 19.2 KVA DISHWASHERS 1200 VA 1200 VA 24 '1 MICROWAVE/HOOD 1'1 DESCRIPTION 1500 VA 24 36.0 KVA WATER HEATERS 4500 VA 4503 VA 24 • TOTAL HVAC (excl. comm. areas) 10000 VA 10000 VA 1 100.0 KVA L; TOTAL LOAD 643.3 KVA HOUSE LOADS HOUSE LOADS 0000 a U SQUARE FOOTAGE 1000 SF X 2 VA/SF 2.0 KVA COMMON HVAC 40.4 VA 45 VA 4TH FLOOR LIGHTS 40.4 KVA RETAIL LOADS RETAIL LOADS RETAIL(RESTURANT) 0 SF X 25 VA/SF 0.0 KVA TOTAL LOADS TOTALLOADS o MEMOS DEMAND FACTOR TOTAL APARTMENT LOAD 643.3 KVA X 35% 225.2 KVA TOTAL COMMON AREA LOAD 42.4 KVA X 100% 42.4 KVA TOTAL RETAIL LOAD 0.0 KVA NEW 100% 0.0 KVA H.P. MOTOR LOADS (ELEVATORS) 16.0 KVA X 100% 16.0 KVA WOMB 0.0 KVA X 100% 0.0 KVA 5TH FLOOR LIGHTS 0.0 KVA X 100% 0.0 KVA N. E. C. 220- 84 N . E. C. 220-84 ® ..' TOTAL OVERALL DEMAND TOTAL OVERALL DEMAND 283.6 KVA //• B©©®MOWN PHASE: 3 787.1 AMPS \®®�� 1 11•EXIT/EM LTS. ACCU-1-4 (ROOF) ®O 4TH FLOOR RECEPTACLES ACCU-1 (4TH 11' •11 1 N IN mamaMOWN:": OO \ F.WFWEF�M� MO® 1 ® 1 . 1 •11 �o®a � �� e„ e®oma • • � mo®■\e e�a� ••1 1 e mom E\011 E� SE \\\EWMM e :i \01000\00mac N ®00 OON0 IM11001out 10 .., , MOWNe�oe • • / 1 TENANT PANEL '24 225A 30 SOCKET ELEVATOR -2 100A 30 SOCKET METER CENTER "BUILDING 1" (21-33 METERS) {3-2Q METERS} TOP FEED; EQUIPMENT GROUND BUS; WITH BRANCH BREAKERS AS FOLLOWS: (10,000 TOTAL UNITS SERVED= 24' TOTAL UNITS SERVED= 18 APARTMENT LOADS APARTMENT LOADS 1 ` W'' J SQUARE FOOTAGE 7115 SF X 3 VA/SF 21.3 KVA KITCHEN /LAUNDRY 4500 VA 4500 VA 24 108.0 KVA RANGES _ 8003 VA 8000 VA 24 192.0 KVA DRYERS 5000 VA 5000 VA 24 120.0 KVA DISPOSALS 800 VA 800 VA 24 19.2 KVA DISHWASHERS 1200 VA 1200 VA 24 28.8 KVA MICROWAVE/HOOD 1500 VA 1500 VA 24 36.0 KVA WATER HEATERS 4500 VA 4503 VA 24 108.0 KVA TOTAL HVAC (excl. comm. areas) 10000 VA 10000 VA 1 10.0 KVA 100.0 KVA L; TOTAL LOAD 643.3 KVA HOUSE LOADS HOUSE LOADS 0000 a U SQUARE FOOTAGE 1000 SF X 2 VA/SF 2.0 KVA COMMON HVAC 40.4 VA 45 VA 1 40.4 KVA RETAIL LOADS RETAIL LOADS RETAIL(RESTURANT) 0 SF X 25 VA/SF 0.0 KVA TOTAL LOADS TOTALLOADS o DEMAND FACTOR DEMAND FACTOR TOTAL APARTMENT LOAD 643.3 KVA X 35% 225.2 KVA TOTAL COMMON AREA LOAD 42.4 KVA X 100% 42.4 KVA TOTAL RETAIL LOAD 0.0 KVA X 100% 0.0 KVA H.P. MOTOR LOADS (ELEVATORS) 16.0 KVA X 100% 16.0 KVA TRASH ROOM (HEATER/EXHAUST') 0.0 KVA X 100% 0.0 KVA COMPACTOR 0.0 KVA X 100% 0.0 KVA N. E. C. 220- 84 N . E. C. 220-84 TOTAL OVERALL DEMAND TOTAL OVERALL DEMAND 283.6 KVA VOLTAGE: 208 /120 PHASE: 3 787.1 AMPS METER CENTER "BUILDING 2" {3-2Q METERS} TOP FEED; EQUIPMENT GROUND BUS; WITH BRANCH BREAKERS AS FOLLOWS: (10,000 120/208V -30-4W TOTAL UNITS SERVED= 18 AMP I.C. APARTMENT LOADS 1 ` W'' J �► „d" SQUARE FOOTAGE 7115 SF X 3 VA/SF 21.3 KVA KITCHEN /LAUNDRY 4500 VA 18 81.0 KVA RANGES 8000 VA W z 18 144.0 KVA DRYERS 5000 VA W 18 9CL0 KVA DISPOSALS 800 VA CU U 18 14.4 KVA DISHWASHERS 1200 VA Lu 18 21.6 KVA MICROWAVE/WOOD 1500 VA C8/_ 18 27.0 KVA WATER HEATERS 4503 VA �$ 18 81.0 KVA TOTAL HVAC (exel. comm. Areas) 10000 VA X 10 100.0 KVA L; x TOTALLOAD 580,3 KVA HOUSE LOADS 0000 a U // SQUARE FOOTAGE 300 SF X 2 VA/SF 1.6 KVA COMMON HVAC 45 VA FLOOR EXIT/EMERGENCY LIGHTS 1 45.0 KVA RETAIL LOADS RETAIL (RESTURANT) 0 SF X 25 VA/SF 0.0 KVA TOTALLOADS o 2ND FLOOR EXIT/EMERGENCY LIGHTS DEMAND FACTOR TOTAL APARTMENT LOAD 580.3 KVA X 38% 220.5 KVA TOTAL COMMON AREA LOAD 46.6 KVA X 100°Xt� 45.5 KVA TOTAL RETAIL LOAD 0.0KVA X 100% 13.0 KVA H.P. MOTOR LOADS (ELEVATORS) 0.0 KVA X 100'% 0.0 KVA TRASH ROOM (HEATER/EXHAUST) ' 16.0 KVA X 100% 16.0 KVA COMPACTOR 0.0 KVA X 103% 0.0 KVA_ N . E. C. 220-84 TOTAL OVERALL DEMAND 283.1 KVA VOLTAGE: 120 208 PHASE: 3 1362.2 AMPS PANEL "HOUSE": HP2 225 AMP MAIN LUG ONLY; SURFACE MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; WITH BRANCH BREAKERS AS FOLLOWS: (10,000 120/208V -30-4W AMP I.C. RATING), NEMA 1 ` W'' J �► „d" J -r LU f W N W z N +•� r U m W °' 0 LOAD DESCRIPTION Z CU U W w UZ_ Lu J (7 W C8/_ LOAD DESCRIPTION M, LLA U 06 �$ �c f C� 2� X J Q U W L; x Z 1ST FLOOR RECEPTACLES 0000 a U // ��00�1ST Q FLOOR EXIT/EMERGENCY LIGHTS 2ND FLOOR RECEPTACLES � U a o 2ND FLOOR EXIT/EMERGENCY LIGHTS 4TH FLOOR RECEPTACLES U N O SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarilyindicate or describe all work require for full ertormance and completion of the q P requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 117�ADDENDUM #3 2/10/2014 11 DRAWING TITLE: CERTIFIED BY: = No. -Jr o 60870242 p '• STATE OF / T 0 8 1 4 Nl. NER PROJECT NUMBER 13003 W U) W z lj 5 z ` W'' J �► „d" J -r LU f W N SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarilyindicate or describe all work require for full ertormance and completion of the q P requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 117�ADDENDUM #3 2/10/2014 11 DRAWING TITLE: CERTIFIED BY: = No. -Jr o 60870242 p '• STATE OF / T 0 8 1 4 Nl. NER PROJECT NUMBER 13003 W U) W z 5 z N � z J -r LU f W N W z N +•� r U m W °' 0 z Z CU U W w UZ_ Lu J (7 W C8/_ • M, LLA U 06 �$ �c f C� 2� X J Q U W L; x Z F- a U // Q � U a o U N O SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarilyindicate or describe all work require for full ertormance and completion of the q P requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 117�ADDENDUM #3 2/10/2014 11 DRAWING TITLE: CERTIFIED BY: = No. -Jr o 60870242 p '• STATE OF / T 0 8 1 4 Nl. NER PROJECT NUMBER 13003 W U) W z 5 z W z J Q LU O co N L N Z U m W °' 0 J Z CU U dW w UZ_ Lu J (7 W W a 72 M LLA Q V Uz J Z m C� 2� X J Q wa Z SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarilyindicate or describe all work require for full ertormance and completion of the q P requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 117�ADDENDUM #3 2/10/2014 11 DRAWING TITLE: CERTIFIED BY: = No. -Jr o 60870242 p '• STATE OF / T 0 8 1 4 Nl. NER PROJECT NUMBER 13003 U) z CN M LU O co N L N Z U m W °' 0 w 0 °� L CU U a w Lu Cn \ Q 72 M LU �y X J Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarilyindicate or describe all work require for full ertormance and completion of the q P requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: 117�ADDENDUM #3 2/10/2014 11 DRAWING TITLE: CERTIFIED BY: = No. -Jr o 60870242 p '• STATE OF / T 0 8 1 4 Nl. NER PROJECT NUMBER 13003 DRAWING TITLE: CERTIFIED BY: = No. -Jr o 60870242 p '• STATE OF / T 0 8 1 4 Nl. NER PROJECT NUMBER 13003 TENANT PANEL "131-1"- TENANT PANEL "Bl -2" 225 AMP MAIN LUG ONLY; SURFACE MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; WITH BRANCH BREAKERS AS FOLLOWS: 120/208V -30-4W (10,000 AMP I.C. RATING), NEMA 1 LOAD DESCRIPTION LOAD DESCRIPTION ACCU-1-1 (ROOF) DRAWN BY 225 AMP MAIN LUG ONLY; SURFACE MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; WITH BRANCH BREAKERS AS FOLLOWS: J Q CN C`7 LU I- C G W w r ZD nNEMENEACCU-1-3 N Z C) Ur • .^s �W o W � LU DESCRIPTIONLOAD W W 14 +; W Q �/ U_Z_ Z m LOAD DESCRIPTION 20 M z a 2 (ROOF)Ma LOAD DESCRIPTION Z LL H r a _ ( x 0 anoMMENEEINEMN L M T_ 2 Q Q U N 0 O ACCU-1-5 (ROOF) 0 a 0 0 0 IE\a om- F. a 0 0 M Em N �ft Em mom mom 1090 a 0 a 0. ammMENNE �� 0 a 0 a I'Maomom ACCU-1-7 (ROOF)05ACCU-1-8 (ROOF- Mill0 11\000\0100 oxIMMENNE 0 U 0 a TENANT PANEL "132-1 DRAWN BY 225 AMP MAIN LUG ONLY; SURFACE MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; WITH BRANCH BREAKERS AS FOLLOWS:120/208V-30-4W Z (10,000 AMP I.C. RATING), NEMA 1LOAD r Z J Q CN C`7 LU I- C G W w r ZD nNEMENEACCU-1-3 N Z C) Ur • .^s �W o W � LU DESCRIPTIONLOAD W W 14 +; W Q �/ U_Z_ Z m C-> 20 M z a 2 (ROOF)Ma Z LL H r a _ ( x 0 anoMMENEEINEMN L M T_ 2 Q Q U N 0 O 0 a 0 a IE\a TENANT PANEL "132-1 DRAWN BY 225 AMP MAIN LUG ONLY; SURFACE MOUNTED; TOP FEED; EQUIPMENT GROUND BUS; WITH BRANCH BREAKERS AS FOLLOWS:120/208V-30-4W Z (10,000 AMP I.C. RATING), NEMA 1LOAD r Z J Q CN C`7 LU I- C G W w r ZD DESCRIPTION0 N Z C) Ur • .^s �W o W � LU DESCRIPTIONLOAD W W 14 +; W Q �/ U_Z_ Z m C-> 20 M z a 2 J Q Z LL H r a _ ( x 0 anoMMENEEINEMN L M T_ 2 Q Q U N 0 O 0 a 0 a IE\a 0 a 0. ammMENNE �� 0 a 0 a I'Maomom SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W U) W Z W r Z J Q CN C`7 LU I- C G W w r ZD Z N Z C) Ur • .^s �W o W � LU z W W 14 +; W Q �/ U_Z_ Z m C-> 20 M z a 2 J Q Z LL H r a _ ( x L M T_ 2 Q Q U N 0 O SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY W U) W Z W r Z J Q CN C`7 LU I- C G D N 191- ZD I- N Z C) Q W � �W o UZ � LU z W W L +; W Q �/ U_Z_ Z m C-> 20 M w a 2 SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY U) Z CN C`7 LU CD C G co N 191- ZD L N Z C) ED O W C W � � o 0 o cn U L W +; w U) > Q M w J Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 DRAWING TITLE: PANEL SCHEDULES - ELECTRICAL CERTIFIED BY: 60870242: STATE OF�-402 / RAWING NU11�8ER PROJECT NUMBER 13003 U it 1\i 11.6 2Y2.1> (2.6 29 3 4` GROUND FLOOR PLAN -FIRE PROTECTION SCALE: 1 /8- = 1'— FIRE STANDPIPE C FP501 SECOND-FIFTH FLOOR PLAN -FIRE PROTECTION � SCALE: 1/8" = 1'-0 PLAN NOTES: O4" FIRE SYSTEM STANDPIPE, UP O2" AUTOMATIC SPRINKLER DRAIN FROM ABOVE. D 3O ZONE CONTROL VALVE ASSEMBLY TYPICAL FLOORS 2, 3, 4, AND 5. FP501 -- - o U) W JLW -r F5 Z W Z J a LIS 1 114 O W M«:' n . W Z v Q in (� • POO U W 0 Z co LLJ pi•�) n W \ I 'V N Q U Z_ J C ->Z M U '` ll.j d ,y 06 u _ J n � y Q x Z UJ LL ��J U l O U N N d DRAWN BY UJ U) W JLW z F5 W Z J j LIS 1 114 O ca M«:' C U W 0 W co U Z '_- cs _ W W Z LLJ w c 'V LU Q U Z_ J C ->Z pp U '` ll.j d ,y SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY U) MDB JLW Z CV M LLJ O ca N ma� ULJJ W 0 0 O o N co a W _ > Q �--- M n W ,y J Q Z LL SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE DRAWN BY CHECKED BY 06/07/13 MDB JLW DRAWING TITLE: BUILDING 1 - FLOORS 1,2,3,4 FIRE PROTECTION CERTIFIED BY: N0. 2� p 10 '. STATE OF . c�, / FWWING NUER P201 PROJECT NUMBER 13003 W J LL DRAWN BY W 06/07113 MDB JLW -r / V Z ry J \ `..... � U) W ;7 an a UZ_z J U � W Z LU - aLU �Wr� U_ Z_ Zm C LU v �Z t� \C8 M U 06 u N N L U x t LU Il �- Q _ t u L M 2 x o N U N 0 N LL DRAWN BY W 06/07113 MDB JLW Z / V Z W J \ `..... U) J U) Z L) EW a UZ_z J U � W Z LU - aLU �Wr� U_ Z_ Zm C J W d SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all workrequired for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. REVISIONS: ISSUE DATE 11 11 DRAWN BY CHECKED BY 06/07113 MDB JLW DRAWING TITLE: BUILDING 2 - FLOORS 1,2,3,4,5 FIRE PROTECTION CERTIFIED BY: =60870242 '. 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