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Home My WebLink About008_C600_Site Details.PDFPRESSURE PIPE JOINT RESTRAINT TABLE L eng th Of Plpe To Be Res tralned In Ea ch Dlrec tlon Fror� ? Of Bend Ba sed On I50 PSI Tes t Pressure Degree Of Bend 6" 8" 10" 12" 14" 16" 18' 20" 24" 30" 90 ; Tees 27' 35' 42' S0' S8' 65' 73' 80' 95' 115' & Plugs 45° 7' 9' 11' 13' IS' 17' 19' 21' 24' 29' 22-1/2° 3' 4' S' 6' 7' 8' 9' 10' 12' 14' 11-1/4° 2' 2' 3' 3' 4' 4' 4' S' 6' 7' SIZE 'W' 'U'�� 'T' 6' P�-6' P�-0� 4� 8' 2'-6' 2'-1' 4' 10' 2'-6' 2'-3' 4' 12' 2'-9' 2'-5' 4' IS' 3'-0' 2'-8' S' 18' 3'-6' 3'-0' S' 21' 3'-11' 3'-4' 6' 24' 4'-3' 3'-8' 6' �� 5'-6' 3'-ll' 6' 30' S'-9' 4'-4' 6' 36' 6'-3' S' 2' 6' 42� 6'-11' 8' 48' 7'-4' 9' 54' 8'-0' 9' 60' 8'-6' 9' 66' 9'-1' y. 72' 9'-8' 10' 78' 10'-3' 10' Res tra ined Join ts Sha !! Be Mecha nica l Join t Wi th Re ta iner Gl a nds, US Plpe TR Flex Jo/n t Sys teM, US Plpe F/e!d L OK Ga ske t Sys teM, Or Equa l, IVOTE: THE ABOVE RES TRAINED JOI/V T L ENGTHS ARE MIIVIMUM L ENGTHS THE DESIGN ENGIIVEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. 1'-0' Mln/Mur� Undls turbed G Exlsting Pa verient, S Cut Stra/ght Edge Specla! Backfl!! Under Pa ver�en t, Dr/ves, Wa lks Or Where Ordered Tar�ped In 6' Layers Specla! Backf!!! Shall Conforr� To INDOT 211,02b Undlsturbed Ear TRENCH SCHEDULE �� Tab/e Is For ASTM D-3034, Wa!! Th/ckness Class SDR 35 For 6'-IS' And ASTM F-679 Wal! Thlckness Class T-1 For 18'-36. For Other Flex/b/e P/pes, M!nlr�ur� Trench Wld th 'U' Sha ll Mee t Manufacturer's Requ/reMents , Ma tch Ex/st/ng Pa verren t Ma terla! And Thlckness Approved Exca va ted Ma ter/a! In Unpa ved Areas Un/ess Otherwlse Dlrected . . . . , �; �o o� � p p�r' 00 �°°° � ° � � p� �� p � � p \� � ��n� .� � ��n�_� 'W' � or 'U' A t Top Of P/pe ��! lVo te� Under ExJsting Sewers, Wa ter Llnes, �/��% Gas L/nes, Telephone Cable And �! � Electrlca! Condults, Backf/!! Wlth � � Granular Bedd/ng Ma ter/a! To The ti Cen ter!!ne Of The Exfst/ng Utl!/ty Llnes. For Flex/ble P/pe W/th So!/d Or Proflle Wa s Granular Bedding Ma terla! Sha!! Be P/aced And Hand TaMped In 6' Layers To A M/n!M Of 1'-0' Abo ve Plpe. Bed Plpe In Spedfled Granular Bedd/ng Ma ter/a! Hand TaMped In 6' L a yers To Plpe Cen ter!!ne � Bedd/ng Ma terla! Sha!! Conforr� � To INDOT 903.02, S/ze No, 8 � , � Notej 'W' Is The Max/r�ur� Wldth For Rlg/d Plpes 'U' Is The Mln/riur� W/dth For Flexlble P/p In Accordance W/th ASTM D-2321. TRENCH DETAIL FOR SEWER AND WA TER MAINS NTS SANITARY NOTES: ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM REGULATIONS AIR PRESSURE ACCEPTANCE TEST 1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F-1417 SPECIFICATIONS. 2) THE CONTRACTOR SHALL FUNISH ALL EQUIPMENT, MATERIALS LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CIN PERSONNEL. 3) TEST METHOD: A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE. THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 psig SHALL BE MEASURED USING A STOP WATCH. IF THE TIME EXCEEDS THE TIME DETERMINED FROM ASTM F-1417, THE SECTION FAILS. B) MANHOLES - AIR TEST IN ACCORDANCE WITH ASTM C1244-93 STANDARD TEST MEfHOD FOR CONCREfE SEWER MANHOLES BY NEGATIVE AIR PRESSURE TEST (VACUUM). FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONNEL. 2) TESTS PRESSURE SHALL BE 100 PSI OR 150� OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 gal/in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr. DEFLECTION TEST OF PVC SEWER PIPE 1) VERTICAL RING DEFLECTION- BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8-INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5� OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3) EQUIPMENT- TESTING SHALL BE GO-NO-GO PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95� OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE WITH EACH GAGE. 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. CONCRETE SPECIFICATIONS 1) MATERIALS A) CEMENT: ASTM C150 NPE I OR II B) AGGREGATE: ASTM C33 C) ADMIXTURES: 1. AIR ENTRAINING: ASTM C260 2. FIBER: AASHTO M213. 3. PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATES, OR ADMIXTURES CONTAINING MORE THAN 0.05� CHLORIDE IONS ARE NOT PERMITTED. D) CLASS A CONCRETE SHALL BE AS FOLLOWS: 28-DAY COMPRESSIVE STRENGTH (PSI).......3500 MAXIMUM WATER/CEMENT RATIO ....................0.45 MINIMUM CEMENT CONTENT (POUNDS/CY)...�64 SLUMP (INCHES) ............................................2-4 AIR CONTENT ..................................................6.090 E) PREMOLDED JOINT FILLER: ASPHALT NPE IN CONFORMANCE WITH ASTM D994. W.R. MEADOWS SEALTIGHT, OR EQUAL. F) REINFORCING BARS: ASTM A615 OR ASTM A616, GRADE 60. 1 1 /2" RADIUS #4 BAR STIRRUPS O 24" O.C. LEAVE SURFACE ROUGH TO IMPROVE ADHESION C U R B D E T A I L VARY �P RINP NPES & LOCATIONS CONCRETE PAVEMENT DETAILS NTS NTS 1 /8" RADIUS KEYWAY A ' e •' er e ° � �� o. N � ,°.�. •°� , ° ' �' e \ . . • ' ,•0 e .. .. .e��e�e � • � e ' ' •� e 6° I.D. STANDARD WEIGHT STEEL PIPE FlLLED W/ CONC. & PAINTED W/ 2 COATS s ALIPHATIC POLYURETHANE � COATING, (COLOR TO BE � SELECTED BY ARCHITECT). �1" WASH � co '.�; 1 I ��. • , . . I �.J•. d:;•. • , •.. •� .� • • • �� LJ a•. •'. , � .. .. _��_��_ i–I II –I I I , 30" DIA:'- CONC. FOOTING FILL W/JOINT SEALANT � 8" CONCRETE W/BROOM FINISH 6 X 6-W2.9 X W2.9 W.W.F. REINFORCING. STOP 3� SHORT OF JOINTS. #53 COMPACTED AGGREGATE BASE � I I I I � � � I I I I � I I I I I I I I I I I I I I� COMPACTED SUBGRADE KEYWAY CONSTRUCTION JOINT AT THE END OF A DAYS PLACEMENT OR AS INDICATED. SEWER MATERIAL & SLOPE AFTER BEND AS SHOWN ON PLAN CLEANOUT DETAIL NTS R-1976 INSPECTION FRAME W/ BOLTED LID � TROWELED FINISH � FINISH GRADE CLEANOUT PVC PIPE PVC BEND INVERT ELEV. 16.25" , ,�.25" .� • .� �•� � . = � ��m � o CAST IRON GRATE PER ASTM HINGED GRATE COVER M A48 - CLASS 30B W/LOCKING DEVICE FINISH W/MANUFACTURER'S � STANDARD BLACK PAINT � 15� CAST IRON GRATE 15" DIA. DRAIN BASIN W/15" C.I. GRATE _ NYLOPLAST OR EQUAL �j CONCREfE PAVEMENT '� PER PLAN — — BACKFILL MATERIAL SHALL BE CRUSHED y STONE OR GRAVEL MEETING CLASS 1 DRAIN BASIN OR 2 PER ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN COMPACTED 12" LIFTS NYLOPLAST DRAIN DETAIL os NTS C600 SYSTEM LENGTH PER PLAN 39.37" �� K100S-27 K100S-28 K100S-29 K100S-30 BOTTOM OUTLET W/6" PVC TO I N LET SLOPED DRAIN CHANNEL � FACE OF WALL ACO KS100S SERIES SLOPED " TYP. 4" CHANNELS W/TYPE 445Q ADA STAINLESS STEEL GRATE � SLOPE 1 /4" & BROOM FINISH �PVMT. Q cii � w > c�o. � i �=,,11- II-III II_ '1 /2" DEPTH SEALANT ON � 1 �`__ ��j�_PREFORMED EXPANSION co ; ��II JOINT MATERIAL � 11=1 i- II II II-III I - - - - ��_��_��I��—�� 11-11�ii�' ~ COMPACTED SUBGRADE DRAIN CHANNEL TREN NTS 5' THICKNESS TAPER FILL W/JOINT SEALANT EXPANSION JOINT MATERIAL � � ' e . • . ° e . e . . e e ° ,', • ' . ° ° '° ° � , � e ' •: � • . e . , , e •,� e . . , . �, , . ° 'e' ° '• , ° '•' , ° '°' e •, e • e , .. e � °� . . . . ��e ��e ��. e��e�e e ° '° e ° �°�• ' �°� .. ° � e ' .°. ^��) Q e ° • �' � ( LiJC�I" � l l ' ; ' e ; . , . ; , e . 1'. 3' /8" RADIUS •° ° •° . � e � e e �e .� ' e ' .� ' . . � . • e e, e. • e N .. .. + �. .° '°' �, . � o ° ' �' e e ., � . e ; , e. o �� —��—��—��—��—��—� ��—��—��—��—��—��—��—��— -� � I— — � _ =1 � = = = = = = _� j i— – --� � �—� � �_ -I I 1=1 I 1=1 I 1= i � �—� � � —1 I I— � � � EXPANSION JOINT c0 BLDG. FACE 1 /2" PREFORMED SEE PLAN FOR EXPANSION JT. SLOPE (SEE DETAIL) ��2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (NP.) STOOP LEVEL W/ W/ 6X6 10�10 APPLIED ANTI FINISH FL. ELEV W.W.F. W/8 OOM SPALLING COMPOUND FINISH SLOPE PER PLAN #4 REBAR 20" LONG C�D 12" O.C. SEE STR. PLAN `' � `�' �'� ' � "••:; �-:��.?: PER PLAN FOR CONTIN. ��' `J III-III-111 1/2" PREFORMED I I 1=1 , � �I I I– •�::; I I, � I I I� �,I I 1= � EXPANSION JT. 1-1 � i - I 1-1 I��. �.. �- (SEE DETAIL) i � „ ,�c•:; 6 '�t. N 4" D RAI NAG E FI LL ��'•-`' 'ti y '� CONTINUOUS TURN � 6„ DOWN SLAB ALL �WELL COMPACTED 3 SIDES 5'-0" SUBSOIL :ONCRETE STOOP DETAIL o� NTS 3/8" UNC SET SCREWS (3� 120') TREAT W/SILICONE OR SPRAY PAINT 1" ROUND ROD W/THEADED ENDS HSS 7.5 FILLED W/CONCRETE RELIANCE FOUNDRY #R-7593 - 53" BOLLARD DUCTILE IRON, POWDER COAT BLACK. #4 TIES (3 � 3" O.C.), ' �° OTHERWISE 12" O.C. = r---� �� - -� � _ �---- � � - + � • �� ; --a - � a�- , , ., � � � '� � a ' '' d • � c.i ; a • 1 a �- . �.,��. � ---- ---- .;. � , � �� , . . � .; � � a � � •r--- a �* � ** --A ��v � � , � . .. � � � I� � , � � � . � , � ., � �=--- �.l�: ---+ ' � a. A �. � � � � i— . � � � - ;.a � - .,. _ . �----= �.J,��: ---• —� � � , d . a' . — ' �� -�� ,�� _�� = 12" MIN _ �I PER PLAN 24" MIN. BOLLARD DETAIL NTS (8) #8 VERTICAL REINFORCING CONCRETE FOOTING (24" SQUARE MIN.) SELF LEVELING SEALANT 1/2" PREFORMED . , �. .'. EXPANSION JT. .� . a• , , a CONC. PVMT. -�� • . . EXTEND JT. MATERIAL TO BOTTOM OF PVMT. EXPANSION JOINT DETAIL NTS ' OR LESS �uIIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH � � i—i i i_i i i_i . •... .. .- , - . . i i i ,—.� EDGE OF PVMT., -� I I� I II I II I•��• �•�•�Z�' � I I II CURB, GUTTER -III-�' � • � • ` •� �• II � OR SIMILAR 1=1I I=`?�'�•:�:"� �•• . I I 1 . . � • I_ STRUCTURE � �I I II I II ,•. ,, ,..:.� : II I =1 I I� I : • •. . 4 � 12" MIN. "B" BORROW OR EQUIV. � ;I I I .. . ' " :''"' � . .� . GRANULAR MATER'L. .`•.�. COMPACTED TO 95% • � • , �'-• I il I I- STD. PROCTOR DENSITY =1 I I- �•�r•' ' • ti :. , . 4� 8" CRUSHED STONE OR �� I-'- --' - I II I1= APPROVED EQUIV. CLASS I_I,=„I I I� �,I I I„I I 1-1 I I � �I I li i �I I I, ; 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. � NTS FILL W/JOINT SEALANT 1/4' . e •. . N e . e . . e ° �•� o e e ,, o e s e e �� . e �' •.� ' .' .� . e• ,• ' ' ' �' '��' ' ' • o' • ° . . .. . . � ' e� e � , " ' •� e ' ' � •• •• ° .. ° e o.e. e.e e.e. o.. „ e . , . e ; .,, .e , o e �. ,e � . CONTRACTION JOINT Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: � ��; `� PEDGOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: CS� Architects ARCHITECTURE • INTERIOR DESIGN 280 East 96th Street, Suite 100 • Indianapolis, Indiana 46240 Main 317.848.7800 • Fax 317.574.0957 • csoinc.net OFFICE BLDG.7-C-2 PARKING 7- -9 GARAGE 7-C-3 7-C-4 E.C. --------- 7-C-11 KEY PLAN SCALE� NTS PLAN I�tTH Project: r 1 � V � 1 � � � �..� J � � � �--+ W � � U � � � � � Q C� N � � v M i V � � � � � � � � � � � � w '_ � z � � � 1..` Q � � �j +� J � "� � W � � � � � � .� � � � � O Q � � z � U � ^ o�� wA1 � W � � � �--� � � � J � J �' � � � COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTIDN TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATIDN IN DER�GATI�N OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS, ALL INFORMATIDN CONTAINED HEREIN CONSTITUTES THE �RIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. ND PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING �R BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED,COPIED, EXHIBITED,PHOTOGRAPHED,PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTEDIN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GRDUP, LLC, c COPYRIGHT 2006, 2007, 2008, 2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET rin a e Sheet Issue Date 12/22/09 Drawn By Checked By KIRT GSS Last Revision Date: O 0 � � � � Project Number: Parcel 7C-1 Sheet Title: SITE DETAILS Sheet Number: