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Home My WebLink About06030003 Utlility Plan and Elevations Rcv. 6/18/2007 DOCS602 303 LF Ir 24 1 EXISTING 10" 600 _ p PROPOSED 10" _ SANITARY INV. SA T AR INV. 846.2± REPAA E E (STING 8 .2f / IN8IALL 10 "x I INLET AS NG WITH Q ( - - -- - - - - - - - - -- - Qs�l - 0" EXISTING LINE PIP PROPOSED 1� WATER El S�MEP 621 W TE RAR B.O. r R 0 - -'� - -- A D CON CT E TIN M IN A R PRO AL NE 20' 4" SSD I N LI E EACH WAY Z J ( _- _ __ - -- -- -- - -- - - - -- -- -- IN ALL "INSE T A AL V " (TYP.) I o = N ISTI LIN PROPOSED 12" 4' STORM INV. 849.1± -- 5'BUFFERYARD ------------------------- - - - - -- _ - -- - - - - - 5' UfFE YAR SOLID LID MANHOLE _ CASTING. R BUILD MANH LE 10 MATCH GRAD T 852.15 THRUST BLOC( 6' WATERIM (AS REQUIRED) W wATERuNE DOMESTIC TEE S' SERVICE LINE 6* PIV VALVE 6' FIRE OOME$Rc WATERLINE 3 SERVICE LINE EXTERIOR WALL 3 OF BLDG. 6' FIRE "KIER 001OTC WATER CONNEC ION RISER METER INSIDE WATER SERVICE CONNEC11ON DETAIL SEE PLUMBING PLAN FOR SIZES 30 0 15 30 60 GRAPHIC SCALE HOLEY MOLEY SAYS DON'T DIG BLIND i ®- "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCAON SERVICE TWO ( SCALE. 1 �= 30 DAAYS¶BEFORE COMMENCNG WORKING . IL.IEcc�1Ei�� 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO - - -° -- °_- Existing Sanitary Sewer VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO U INSTALL PLUG IN TEE Existing Storm Sewer RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE �_ New Storm Sewer WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN w vim] w PER CARMEL STANDARDS. New Sanitary Sewer OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD (Laterals are shown for reference only) BEFORE WORK IS STARTED OR RESUMED. C.O. Sanitary Sealer clean-out DISCONNECT EXISTING - - - - - - - - - - - - Subsurface Drain (SSD) SEWERS. O Storm Structure Number 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH Q Sanitary Structure Number MAIN AFTER APPROVAL _ - - - - - Utility & Drainage Esmt. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. Building Setback Line ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. Existing Water Main OF NEW LINE w W - New Water Main 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF - - - - -- ------------ Existing Fire Hydrant 5' BUFFERYARD - - - - - -� � Fire Hydrant New !" GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO I EXStIn Water Valve BE COORDINATED WITH GAS COMPANY ((317)776- 5534). _ 5' BUFFERYARD --------------------- - ---- g 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL " New Water Valve 15'SETB CK = -- - - _ Existing Fiberoptic Line 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR -- - - - - - -- Existing Gas Main WORKER SAFETY. 1 - - - r DUMPSTER 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON = _ -_ = Existing Telephone Line THIS PROJECT. O New Gas Main 10. MATERIALS AND EQUIPMENT UTILIZED FOR WATER MAIN SHALL NOT BE STORED IN THE RIGHT OF WAY. E New Electric Line 2" T V &BOX New Telephone Line SATISFACTION OF THE CITY. 11 TAL "IN A VALVE " Existing Trees PROVIDED FROM THE SITE AND NOT FROM PENNSYLVANIA ST. ENCLOSURE 13. A 4" SCHEDULE 40, ELECTRICAL GRADE PVC W /PULL STRING. THE CONDUIT TO BE BURIED 36" BELOW GRADE AND CAPPED AND MARKED AT BOTH ENDS. THE CONDUIT SHALL NOT EXTEND ABOVE THE CONCRETE TRANFORMER PAD. 4 I IN EXISTING LINE - <11 II I � 4" SCHEDULE CON 4 PVC m ,^ - � - I III III 12 "x " SAWCUT -D IVEli 1AY I I -__- PROPOSED 15' WATER EASEMENT - - - - REPAIR P R AD NEW HYDRANT--,,,,,.,, - - I _ - - - - - - 8" VALVE dE OX CUT DETAI . LOCATION = -_ W o - 127 LF= =6" CL- 50 .t - -5 8" L- 0 I. 31 - TR NSF MER UT OFF �L - - - 6VALVE_do BOX - -- _ - . •..• ox" TEM� pL - TO THES 611 CONNECT ROOF DRAINS PROPOSED 6' E SEMENT - - I TEMPORARY B.O. - REMOVE - -- ',. TO STORM INLET 4 - AND RECONNECT TO EXISTING ;+ 4" D.I. DOMESTIC - _ I SERVICE LINE AFTER APPROVAL OF NEW LINE 20' 4" SSD I .�� 6" FIRE SERVICE I I 1.5' - - �--� 630 - . EACH WAY - 1 FUTURE WORK TO BE DONE WITH CONSTRUCTION OF BUILDING I -- co - - 610 1 rO - -�� - - - -- � I n � _- NOTE: - COORDINATE FLUSHING OF BUILDING SERVICE W /BUILDING PROPOSED 2 -STORY _ MAINTENANCE PERSONAL MEDICAL OFFlCE BUILDING I I E_ 34,000 SQ. FT. Z FE = 853.90 PROPOSED 6 EAS MENT _ 3 60' HALF R 0 -W - =- = Cn cc SEE PLUMBING PLAN /ELECTRICAL _ _ 9 0�_ PLANS FOR EXACT LOCATIONS, INVERTS, AND SIZES OF UTILITIES SgN�T AT THE BUILDING. VERIFY EXISTING SANITARY 602 303 LF Ir 24 1 EXISTING 10" 600 _ p PROPOSED 10" _ SANITARY INV. SA T AR INV. 846.2± REPAA E E (STING 8 .2f / IN8IALL 10 "x I INLET AS NG WITH Q ( - - -- - - - - - - - - -- - Qs�l - 0" EXISTING LINE PIP PROPOSED 1� WATER El S�MEP 621 W TE RAR B.O. r R 0 - -'� - -- A D CON CT E TIN M IN A R PRO AL NE 20' 4" SSD I N LI E EACH WAY Z J ( _- _ __ - -- -- -- - -- - - - -- -- -- IN ALL "INSE T A AL V " (TYP.) I o = N ISTI LIN PROPOSED 12" 4' STORM INV. 849.1± -- 5'BUFFERYARD ------------------------- - - - - -- _ - -- - - - - - 5' UfFE YAR SOLID LID MANHOLE _ CASTING. R BUILD MANH LE 10 MATCH GRAD T 852.15 THRUST BLOC( 6' WATERIM (AS REQUIRED) W wATERuNE DOMESTIC TEE S' SERVICE LINE 6* PIV VALVE 6' FIRE OOME$Rc WATERLINE 3 SERVICE LINE EXTERIOR WALL 3 OF BLDG. 6' FIRE "KIER 001OTC WATER CONNEC ION RISER METER INSIDE WATER SERVICE CONNEC11ON DETAIL SEE PLUMBING PLAN FOR SIZES 30 0 15 30 60 GRAPHIC SCALE HOLEY MOLEY SAYS DON'T DIG BLIND i ®- "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCAON SERVICE TWO ( SCALE. 1 �= 30 DAAYS¶BEFORE COMMENCNG WORKING . IL.IEcc�1Ei�� 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO - - -° -- °_- Existing Sanitary Sewer VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO U THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S Existing Storm Sewer RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE �_ New Storm Sewer WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN w vim] w WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, New Sanitary Sewer OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD (Laterals are shown for reference only) BEFORE WORK IS STARTED OR RESUMED. C.O. Sanitary Sealer clean-out 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS AND STORM - - - - - - - - - - - - Subsurface Drain (SSD) SEWERS. O Storm Structure Number 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH Q Sanitary Structure Number GRANULAR MATERIAL. _ - - - - - Utility & Drainage Esmt. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. Building Setback Line ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. Existing Water Main w W - New Water Main 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. Existing Fire Hydrant 6. CONTRACTOR TO CONTACT VECTREN ENERGY DELIVERY FOR �r' Fire Hydrant New !" GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO I EXStIn Water Valve BE COORDINATED WITH GAS COMPANY ((317)776- 5534). g 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL " New Water Valve WATER COMPANY. - - _ Existing Fiberoptic Line 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR -- - - - - - -- Existing Gas Main WORKER SAFETY. Existing Electric Line 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON = _ -_ = Existing Telephone Line THIS PROJECT. O New Gas Main 10. MATERIALS AND EQUIPMENT UTILIZED FOR WATER MAIN SHALL NOT BE STORED IN THE RIGHT OF WAY. E New Electric Line 11. DRAINAGE WITH THE THE RIGHT OF WAY SHALL BE MAINTAINED AND RESTORED AT THE COMPLETION OF THE WORK TO THE T New Telephone Line SATISFACTION OF THE CITY. = Existing Utility Pole 12. CONSTRUCTION ACCESS FOR THE WATER MAIN WORK SHALL BE - Existing Trees PROVIDED FROM THE SITE AND NOT FROM PENNSYLVANIA ST. 13. A 4" SCHEDULE 40, ELECTRICAL GRADE PVC W /PULL STRING. THE CONDUIT TO BE BURIED 36" BELOW GRADE AND CAPPED AND MARKED AT BOTH ENDS. THE CONDUIT SHALL NOT EXTEND ABOVE THE CONCRETE TRANFORMER PAD. 4 Sanitary Sewer Streets Electric Water Clay Township Regional Waste Carmel Utilities Duke Energy Carmel Utilities 10755 North College Avenue 760 Third Avenue SW 16475 Southpark Drive 760 Third Avenue SW Carmel, Indiana 46032 Carmel, Indiana 46032 Westfield, Indiana 46074 Carmel, Indiana 46032 (317) 844 -9200 (317) 571 -2444 (317)896 -6711 (317) 571 -2444 Duke Energy Telephone Storm Sewer 16475 Southpark Drive Ameritech Carmel Utilities Westfield, In. 46074 220 North Meridian Street 760 Third Avenue SW Contact Person: Shirley Hunter Indianapolis, Indiana 46204 Carmel, Indiana 46032 (317) 896 -6711 265 -4878 or 1- 800 - 382 -5544 (317) 571 -2444 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1- 800- 428 -5200 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. S"T®H;k.M S=�IC77zi= = STRLK"IURESIZL CASTING STRtCTLRE UP rj ;(_)1.T TO I. DIA Nt rill pwvt ti ry [N`VTZ ?T T1:Ev (11T (ail fir Ix )%'N 2'x2' R -4342 611 010 07 15 0.25 652.80 85:25 646.84 848,67 2'x2' R -3472 610 602 203 15 0.25 E52:25 852 85 848.57 848,C7 �► 2'x2' R -3472 821 620 03 15 0 26 651 75 851 2a 848 58 848.35 2'x2' R -34; 2 620 602 64 15 0.:5 851.25 85:.85 648,25 848.09 48" Dig Solid Lid R -1772 602 601 20 24 0:12 aS2: Ali 0 END 847:90 847.97 Aqua-Swirl AS=S CFD C01 000 3C3 24 0.12 852:05 END 847.97 847.01 M = W Q C VI IY f/Y W - s4sw Z�F5 ° U a I � �za Z J Z U W CD fr � 3 W W W � W I I 1 I CD N (np p o O 0 1 1 1 1 Np �ij ij W�K[Y� N h Y DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2006) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W U 0 rz� z W z w vim] w W DATE: PROJECT NO. 02/13/06 3910.001 DRAWN BY CHECKED BY RDR JAW SHEET TITLE- UTILITY PLAN DRAWING FILES : \3k \3910 \001 \dwgs \2006 \C103.dwg REF: S: \3k \3910 \001 \dwgs \2006 \3910001 -Demo c REF: S: \3k \3910 \001 \dwgs \2006 \00lbs.dwg REF: S: \3k \3910 \001 \dwgs \2006 \Titlet.dwg SHEET NO 1 1" = 30' �MIMCMIF�AKIJM M-- r7 Curtain Wall System, Light Bronze Anodized w /Gtoy Tinted Low =E Glee E.1,F3, Penthouse Beyond, Color Match Brick Brick Recessed Stack Bond Red Brown Brick Veoetr */Brick Bead Course to Accent Disk Red Color tnum Stone(ront System ht Bronxe Anodized w.'Gray d Low•E Glass Warn? Gray Conc. Gsutone 1� U N1 Curtain Well System Light Bronze AAodizsd w1bray ✓ Tinted Low-l! Glatt COP OF WALL Metal Panel Can opy, ELEV z 43' - 0* '''lip Light Bronze Sign Location 150 of, West Elevation Scale. 1/8" = I' • 0' Brick • Recessed Stack Bond Red Brown Brick VMCer w /Back Head Carrse in ,Accent Dark Red Color warm Gray Con. Caststone Curtain Will System Light Bronze Anodized *Gray Tinted Low•F, Glens Metal Panel Canopy, Light Bronze 'ALL d )R CEILING, IR L CEILING , . on 0 I y ' Warm Gray Cone Caststone Pin Mounted McUl Letteria ELFS. Penthouse Beyond, Color Match Brisk 3 TOP OF WALL Pin Mounted, Light Bronze Brick - Recessed Stack Bood Red Brown Bnck Veneer w/ �,' :, Brick Head Course in Anent Disk Red Color 1 Anodized Aluminum Sign Panels w/ Applied Vinyl Lettering 2ND FLOOR TOP OF WALL __ _. _ �_ `LEV _ 42' • 0' Aluminum Stonclront Systcm _ Light Bronze Anodized wray Add lG �a �� -$ . E Tinted Low -E Glatt •�. ELEV = 15' V e TOP OF WALL ''ELEV - E7. \ - 33' • V — _ (=_T. �� Brick • Recessed Stack Bond Red Brown Brick VMCer w /Back Head Carrse in ,Accent Dark Red Color warm Gray Con. Caststone Curtain Will System Light Bronze Anodized *Gray Tinted Low•F, Glens Metal Panel Canopy, Light Bronze 'ALL d )R CEILING, IR L CEILING , . on 0 I y ' Warm Gray Cone Caststone Pin Mounted McUl Letteria ,�IrD FLOOR CEILING ELEV = 24 0* 3 TOP OF WALL Pin Mounted, Light Bronze �,' :, ELEV E 0' ' ► 1 Anodized Aluminum Sign Panels w/ Applied Vinyl Lettering 2ND FLOOR ,, _ . �� -$ . E � - TOP OF CA, ELEV 16' ',. 'b � TOP OF `I t , ♦ ELEV = 15' V e ; r ELEV : V. y BOTTOM OF CANOPY ,� Total Area of Sign to he ?S it ,�► 1ST FLOOR CEILING ELEV = T - Q' ELEV • 12' - 6' MN 41M11� 11Aal+w�ewN. Red Brown &.w a.. � iE3R. Ti* TYftd'. l. X# t} stderTii laa.Xi } »$rT#t #f= f.ttkl:�Sw iiii Kx:ir.1:M #�:ts� ? }Rt,. #:}l�mi�f Y}Ht�T(�T't t#t IT I,SiYi Brick Veneer r IST FLOOR #ta- Lj _ ELEV =0'.V I l„ 4. Y Ground sign North Elevation Scale: 1/4' = 1' • 0" Scale: 1/8" = 1' 0" E D M E D I C A L 0 F Lt U H L D H N :tii�ilM 4' . 1i l`S V.�.,...�:t ....~i1'4�•r.s��a� ±..�:'..� �ir�� »�i�j.S..+ry� l3.I.1"''w�i�.�. �l �' a x q ► 1t .J A AY 2031 14 $)4 TP R 10 P G S E D M E D I C A L (01 F F I C E 3 U E L D N - G |