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HomeMy WebLinkAbout04040029 Building Plans`SEE HEET C10 FUTURE SECTION 3 \ \ CLAYBOURNEo 41 �9 --- p co 1 1 1 \ /\ co CS / / \ / / / �J / IICq Y I I X,��// �GQ // III I I 4 a" I 916.0 E78 / ���\\� / x '6 O \ // / / // \vv 171 ' I N OF 12" RCP 0.75 277 I I I I z - / REGULA-- /-DRAIN ` - / - la916.0 �ASE'MENT 914.7 �C, I II . 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PRIOR TO j 3 1 4p T� POOL CONSTRUCTION SITE WILL BE ROUGH 916.60 1590 OU % GRADED AS SHOWN ON THE SECTION TWO PLANS. 97 \ T j / BLOCK 1' COPPER WATER CLAYBOURNE, SECTION 2'; SERVICE LINEell 4 ; 89,16 0 S.F., / 1 x` _ L, g1640 916.2 UTILITIES GAS ELECTRIC w Y Vectren Cinergy/P. S. I. CHECKEDCHECKED BY: 1630 North Meridian Street 100 Mill Creek Road o P.O. Box 7136 P.O. Box 312 R:\3K\3690\004\DWGS\C102 Indianapolis, Indiana 46207 Noblesville, Indiana 46061 � ►-a (317) 592-4500 (800) 521-2232 SHEET NO.: TELEPHONE STORM SEWER a L Ameritech Indiana Corporation Hamiliton County Drainage Board w 220 North Meridian Street One Hamiliton County Square, Suite 188 Zc7- w z Indianapolis, Indiana 46204 Noblesville, Indiana 46060 Z (800) 742-8771 (317) 776-8495 �U.(D \ 5. GOT GUT C�I / 9156 1' WATER METER i IN PIT 1626 T o NOTE: 3 91S REDUCED PRESSURE DEVICE REQUIRED IN BUILDING. - \ 916 915,77' TC U2&5S- EBC CT 91GU1 915 90ftcuT C25' 916,27916.5 ,71 l / l R 915.3 917.1 91 - LANDSCAPE AND SIGNAGE EASEMENT WATER SANITARY SEWERS Carmel City Utilities Clay Township Regional Waste District PENNI - 1 Civic Square 10701 North College Avenue, Suite A GE;� q lV Carmel, Indiana 46032 Indianapolis, Indiana 46240 I 1 (317) 571-2442 (317) 844-9200 - - = 1 ;l STREETS CABLE TELEVISION - - - - - °p A 'LINE - _ l _ S„ Ill Hamilton County Highway Department Time Warner 1770 South 10th. Street 516 East Carmel Drive - Noblesville, Indiana 46060 Carmel, Indiana 46032 (317) 773-7770, (317) 773-1282 (317) 972-9700 Utility Hotline: within Indiana 1-800-382-5544 outside indiana 1-800-428-5200 NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. �fXISTING SECTION 2, CLAYBOURNE ElRN PV1 208% 4aCLIC/ 1 + j 0 6.32 �.. f � 1 111 R 0 as �g 5 f HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991, ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND SCALE. 1"=20' LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Existing Storm Sewer �- New Storm Sewer - �- Existing Sanitary Sewer New Sanitary Sewer - - 000 ---- - Existing Contour 000.ao New Pavement Grade 000.00 All Other Finish Grades 00o Storm Structure Number 00o Sanitary Structure Number Flow Arrow e,t Electric, Telephone W Water BM- DEPARTMENT OF NATURAL RESOURCES BRASS DISK STAMPED "LEE 2 1989" AT THE SOUTHEAST CORNER OF 131ST STREET AND SHELBORNE ROAD. ELEVATION= 915.619 (N.G.V.D. 1929 DATUM). TBM#1- R/R SPIKE AT NORTHEAST CORNER OF PROPERTY, APPROXIMATELY CENTERLINE OF THE NORTHBOUND LANE OF SHELBORNE ROAD. ELEVATION= 917.47 (N.G.V.D. 1929 DATUM). TBM#2- BOAT SPIKE SOUTH SIDE OF A POWER POLE ±13' WEST OF THE CENTERLINE OF SHELBORNE ROAD AND ±11' NORTH OF THE CENTERLINE OF 126TH STREET. ELEVATION=917.30 (N.G.V.D. 1929 DATUM). TBM#3- MAG NAIL WITH "TSC" RANDOM WASHER, NEAR DRIVE RUNNING SOUTH FROM THE SOUTH LINE OF THE PROPERTY AT THE WEST END OF ASPHALT DRIVE. ELEVATION=911.82 (N.G.V.D. 1929 DATUM). (a]ETq_aHkAZL 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES, UNLESS NOTED OTHERWISE. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWER. 4. STANDARD SPECIFICATIONS FOR THE HAMILTION COUNTY SURVIYOR SHA P LL APPLY FORA STORM ALL THE S OR SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERWCR3.- - 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCKrXr-4-.,410XIK AND WIDTH AS INDICATED ON PLANS, AND MUST COMPLY ATO A.D.%. REQUIREMENTS. _ 8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND LIE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS, 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. Y PReJ w Y Z w DRAWN BY: CHECKEDCHECKED BY: U� V) o W DRAWING FILES: R:\3K\3690\004\DWGS\C102 p in 4 � ►-a p Y Z C SHEET NO.: < J C1 a L J 0 3 = w c o ;dp [1: Zc7- w z ¢ O oQa Z O � r �U.(D Lu n O C) �¢z ¢ W m w Z 3 n O ii-j� Z p n o D w Zw�cno L% Lo w � o w w = p M P- � H 4 Z� c� O o V w rl w� o cl:� -- N r-6 A CRp'''%,, No. 920350 = STATE OF �O �� ''SS/ONAL E�G`� ''��il/rllllllt���� DATE: L i1) THIS 'DRAWING, AND THE ID AS, 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. (2003) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 WWW.3chneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w PReJ 11 /06/03 3690.004 DRAWN BY: CHECKEDCHECKED BY: KJ SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R:\3K\3690\004\DWGS\C102 O XREF: R:\3K\3690\001\DWGS\001BS � ►-a XREF: R:\3K\3690\003\DWGS\003BS XREF: R:\3K\3690\001\DWGS\3690001T SHEET NO.: (CnC2 O z Q � z Q Z O � Z W � mO w O DATE PReJ 11 /06/03 3690.004 DRAWN BY: CHECKEDCHECKED BY: KJ SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R:\3K\3690\004\DWGS\C102 XREF: 004BS XREF: R:\3K\3690\001\DWGS\001BS XREF: R:\3K\3690\002\DWGS\002BS XREF: R:\3K\3690\003\DWGS\003BS XREF: R:\3K\3690\001\DWGS\3690001T SHEET NO.: (CnC2 I I I I I I I a a I I I TOP BRACE ANCHORING 6" GRATE 6" SLIP RESISTANT DTM KQZ =~O WUIF VNI o�Nm=m� oo�mw�a & ADJUSTMENT SYSTEM Ilk CONIC. DECK o1wo `-00,12=ww �m�zo33�N�mm� w0�O�= BY POOL MFR. 0_z"I'zo06.5. 'ocoiwN= FINISH TO ACHIEVE A NO SLIP SURFACE. z a0yw3 zw� �F w�woo �oago�1z=o�oa aa03oa�`n�o¢�awo G3) DEPTH MARKINGS SHALL BE AS REQUIRED BY CODE. J� Q G4) LIFE SAFETY EQUIPMENT SHALL BE z PROVIDED AS REQUIRED BY CODE. SEE ° 4/Q in z 05) POOL ELECTRICAL GROUNDING SHALL r WATER LINE BE AS REQUIRED BY NEC ARTICLE #680. j l o O ° cn w p z Z =1 I I=1 11= og° o° a ° % Q it p n >m POOL EQUIPMENT LIST 0 12' O.C. EA. WAY _ : _` d � Oo MAIN DRAIN z 1 16 GA STAINLESS STEEL POOL MAIN DRAINS (12"x12") VERIFY LOCATION -I I—II1_0 oPANELS W 12 RETURN FITTINGS 2 36" SAND FILTERS (TR -140) W/ PLANS TO BE ANCHORED & J o°O�° ° oROCK ° o° °o - -° 00�o I IEE10 1 4" FLOW METER 3 S.S. LADDERS O 1 JOINED PER MFRS. SPECS 1 LIFE HOOK W/ 16" POLE HYDROSTATIC =I ogo° O 1 TESTKIT 1 VACUUM EQUIPMENT RELIEF VALVE 1 24" USCG LIFE RING z 1 FIRST AID KIT Ell El � I; o 0°o° III oo MAIN POOL DRAIN � � � BRACING NOTE 6 12 VOLT LIGHTS U 0 p -III=III=o 4 1 LIFEGUARD CHAIR m APPROX. ONE BRACE FOR EACH o0 o OO g ° SWIMMING POOL DESIGN 1 3'-0' OF STRAIGHT WALLS (MAIN POOL) 1=_ ° d 00 ao oo STEEL ANGLE BRACE _—III=0000 O O MFR. COAT I—I I I-1 o W� a mLL r> SHAPE: 'L' SHAPE o Z a VOLUME: 80,550 GALLONS BY POOL W/ ASPHALT PAINT 0000 III—I - PERIMETER: 284 LIN. FEET 11.00' CAULKING M I oo °°O° f° MAIN DRAIN: 4" LINE MAX. CONC. FOOTING & FLOOR TO _I ISO ° I °p°° —III IIi COMBINATION SKIMMERS & SUPPLYoi- CONSTRUCTION LEDGE BE POURED AFTER ALL PANELS -III—I�II�I N C7 � Q zw� imU HAVE BEEN ALIGNED &LEVELED WADING POOL NOTES: POOL EQUIPMENT LIST ° 4' --------- ---- i� CONIC BOOR &SIDES REINF. 0 07 QUANTITY DESCRIPTION — #4 BARS 0 12' O.C. EA. CONIC. FOOTING &FLOOR TO III II ° - -° 00 1 36" SAND FILTER (TR -140) WAY OVER GRANULAR FILL BE POURED AFTER ALL PANELS �. 1 3" FLOW METER 1 J LIFE HOOK W/ 16" POLE HAVE BEEN ALIGNED & LEVELED o 0 2'-0" 1 1 24" USCG LIFE RING 6' CONIC. BLOCK 1 '-FIRST AID KIT - .`� .L z o � R1 A 1 1" FILL SPOUT STEEL REINF. AS REQ'D. FOR °�'`" � Lo " cern � Ctj o � C mer m GL,� y CONSTRUCTION WADING POOL DESIGNo SECTION AT POOL WALL .c, M C/2E- SHAPE: ROUND 0 DETAIL 2 - SCALE: 3/4"=1'-0" FILTER 0 FLOW METER RETURN INLET VACUUM SKIMMER MAIN DRAIN MOTOR PUMP STRAINER Lo— CHLORINATOR WADING POOL EQUIPMENT SCHEMATIC DETAIL 6 SCALE: NONE lit - VALVE 6" AIR GAP t MAKE UP WATER LINE FILTER i O F — — J FLOW METER -� RETURN INLET VACUUM SKIMMER MAIN DRAIN WASTE LINE. PROVIDE 6" AIR GAP AT DRAIN Trp , PRESSURE GUAGE ,-- MULTIPORT VALVE MOTOR PUMP STRAINER I —.(:: — CHLORINATOR MAIN POOL EQUIPMENT SCHEMATIC DETAIL 5 - S.S. HANDRAILS SCALE: NONE a a CD POOL FILL a DECK N WATER UNE POOL POOL FILL DETAIL DETAIL 3 - SCALE: NONE S.S. LADDER WATER LINE S.S. SIDES / \� � 2 STEPS co O O o 3 i0 1 MAX. F_ 6'-0" OF DRAIN 20'-0" 32'-0" 30'-0" 82'-0" POOL SECTION 1 SCALE: 1/8"=l' -O" 6" GRATE 6" GENERAL NOTES: DTM KQZ =~O WUIF VNI o�Nm=m� oo�mw�a - G1) PROJECT SHALL BE IN ACCORDANCE Ilk WITH H THE INDIANA SWIMMING POOL CODE. o1wo `-00,12=ww �m�zo33�N�mm� w0�O�= G2) CONCRETE DECK SHALL HAVE BROOM 0_z"I'zo06.5. 'ocoiwN= FINISH TO ACHIEVE A NO SLIP SURFACE. z a0yw3 zw� �F w�woo �oago�1z=o�oa aa03oa�`n�o¢�awo G3) DEPTH MARKINGS SHALL BE AS REQUIRED BY CODE. J� Q G4) LIFE SAFETY EQUIPMENT SHALL BE z PROVIDED AS REQUIRED BY CODE. SEE ----- POOL EQUIPMENT LIST. in z 05) POOL ELECTRICAL GROUNDING SHALL — BE AS REQUIRED BY NEC ARTICLE #680. j l o O ° cn w p z Z #4 REINF. BARS a ° % Q it p n >m POOL EQUIPMENT LIST 0 12' O.C. EA. WAY _ : _` d � O MAIN DRAIN z _ a MAIN DRAINS (12"x12") VERIFY LOCATION 2 VACUUM FITTINGS W 12 RETURN FITTINGS 2 36" SAND FILTERS (TR -140) W/ PLANS 2 3 PUMPS J o°O�° ° oROCK ° o° °o - -° POCKET 1 4" FLOW METER 3 S.S. LADDERS O 0 Do 0 1 LIFE HOOK W/ 16" POLE HYDROSTATIC THROW INE O 1 TESTKIT 1 VACUUM EQUIPMENT RELIEF VALVE 1 24" USCG LIFE RING z 1 FIRST AID KIT W MAIN POOL DRAIN � 1 BACK BOARD 6 12 VOLT LIGHTS U DETAIL 4 1 LIFEGUARD CHAIR -0" SCALE: 3/4"=V-0" lit - VALVE 6" AIR GAP t MAKE UP WATER LINE FILTER i O F — — J FLOW METER -� RETURN INLET VACUUM SKIMMER MAIN DRAIN WASTE LINE. PROVIDE 6" AIR GAP AT DRAIN Trp , PRESSURE GUAGE ,-- MULTIPORT VALVE MOTOR PUMP STRAINER I —.(:: — CHLORINATOR MAIN POOL EQUIPMENT SCHEMATIC DETAIL 5 - S.S. HANDRAILS SCALE: NONE a a CD POOL FILL a DECK N WATER UNE POOL POOL FILL DETAIL DETAIL 3 - SCALE: NONE S.S. LADDER WATER LINE S.S. SIDES / \� � 2 STEPS co O O o 3 i0 1 MAX. F_ 6'-0" OF DRAIN 20'-0" 32'-0" 30'-0" 82'-0" POOL SECTION 1 SCALE: 1/8"=l' -O" a a a m I I I ZUzUw QOF Vw O 1-z 10Z wmz GENERAL NOTES: DTM KQZ =~O WUIF VNI o�Nm=m� oo�mw�a - G1) PROJECT SHALL BE IN ACCORDANCE Z W o O O w F o U W w 3 o w O a WITH H THE INDIANA SWIMMING POOL CODE. o1wo `-00,12=ww �m�zo33�N�mm� w0�O�= G2) CONCRETE DECK SHALL HAVE BROOM 0_z"I'zo06.5. 'ocoiwN= FINISH TO ACHIEVE A NO SLIP SURFACE. z a0yw3 zw� �F w�woo �oago�1z=o�oa aa03oa�`n�o¢�awo G3) DEPTH MARKINGS SHALL BE AS REQUIRED BY CODE. Q G4) LIFE SAFETY EQUIPMENT SHALL BE z PROVIDED AS REQUIRED BY CODE. SEE Q POOL EQUIPMENT LIST. in z 05) POOL ELECTRICAL GROUNDING SHALL — BE AS REQUIRED BY NEC ARTICLE #680. j o O cn w p z Z MAIN POOL NOTES: Q it p n >m POOL EQUIPMENT LIST O QUANTITY DESCRIPTION z in Z2 MAIN DRAINS (12"x12") 0 2 VACUUM FITTINGS W 12 RETURN FITTINGS 2 36" SAND FILTERS (TR -140) 0 Q 2 3 PUMPS J -HP O j 1 4" FLOW METER 3 S.S. LADDERS O 0 1 LIFE HOOK W/ 16" POLE THROW INE O 1 TESTKIT 1 VACUUM EQUIPMENT L j 1 24" USCG LIFE RING z 1 FIRST AID KIT W 1 MA 35 CHLORINATOR � 1 BACK BOARD 6 12 VOLT LIGHTS U 1 1" FILL SPOUT 1 LIFEGUARD CHAIR -1 SWIMMING POOL DESIGN _� 5ch 0- 0- (MAIN POOL) wz00 d 00 ao BATH LOAD: 224 o W� a mLL r> SHAPE: 'L' SHAPE o Z a VOLUME: 80,550 GALLONS w C7 FLOW RATE: 280 GPM PERIMETER: 284 LIN. FEET SURFACE AREA: 3,360 S.F. M FILTER: 14.2 S.F. FILTER AREA f° MAIN DRAIN: 4" LINE � Z WATER SOURCE: RECIRCULATION SYSTEM COMBINATION SKIMMERS & SUPPLYoi- 1 z o a Ag U Z ao N C7 � Q zw� imU Z U (D (4 (n WADING POOL NOTES: POOL EQUIPMENT LIST NY --------- ---- i� 0 07 QUANTITY DESCRIPTION Q ZLdW 2 MAIN DRAINS (12"x12") uj zo- _� 00 _ 4 RETURN FITTINGS 00 1 36" SAND FILTER (TR -140) ���i....... 1 3 -HP PUMP �. 1 3" FLOW METER 1 J LIFE HOOK W/ 16" POLE 1 a THROW LINE o 0 1 Z TEST KIT 1 VACUUM EQUIPMENTtoE 1 24" USCG LIFE RING 't O O ° 1 '-FIRST AID KIT - .`� .L z o � R1 A 1 1" FILL SPOUT as �r g a N [ °' B °' 1 INLINE CHLORINATOR °�'`" � Lo " cern � Ctj o � C mer m GL,� y WADING POOL DESIGNo aco q)p--® ._ k .c, M C/2E- SHAPE: ROUND 0 VOLUME: 7,540 GALLONS 0 - FLOW RATE: 140 GPM o N_ PERIMETER: 102 LIN. FEET Q SURFACE AREA: 829 S.F. J Lu 3 FILTER: 7.06 S.F. FILTER AREA - MAIN DRAIN: 3" LINE - Q WATER SOURCE: RECIRCULATION SYSTEM m COMBINATION SKIMMERS & SUPPLY c — cn z LD ° F- m m U a o :2 w p a O Z m 3 � o w 0 d U n D w E 0 0 o � z — J U n o o r cv N O M o U w N o i O (n o M - F- < } m o c c_n o Q of a- < 3t < > a ui �a Coll wo Ia.c © 2004 BALAY ARCHITECTS, INC. POOL DETAILS & NOTES SP102 a a a m I I I