IMG_0610 QTYE
1L1L6
KE E RIN G SKATE P
CITY OF KETTERING, OH j
SDG PROJECT NO. #02-079—S
100% SUBMITTAL 2/18/04
C;ENERAL CONSTRUCTION NOTES SHEET KEY MAP
I.GENERAL 22 USE INTERMEDIATE GRADE ASTM A615,GRADE 60 REINFORCING TTP U.ON.USE n terl.e-eu"�
ASTM A106,GRADE 60 FOR ALL REINFORCING THAT IS TO BE U.ELDED.WELDING OF
1.1 CONSIDER GENERAL NOTES AS APPLYING TO ALL DRAWINGS. REINFORCING BARS TO BE N ACCORDANCE WITH LOCAL BUILDING CODES. 68aT6P48H
CO1a301i1NY:
11 DO ALL WORK IN ACCORDANCE WITH ALL STATE AND LOCAL BUILDING CODES IN 23 ALL WELDED WIRE FABRIC REINFORCING SHALL BE A5TM A18S GRADE 65,LAP OF
EFFECT AT THE PROJECT LOCATION. AT LEAST TWO CROSS,WIRES.
24 OBSERVE FOLLOWING REINFORCEMENT CLEARANCES: 3"SURFACES POURED
13 THE DESIGNER SHALL HAVE NO CONTROL OR CHARGE OF,NOR BE RESPONSIBLE FOR AGANST EARTH 2"AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER -141"
THE CONSTRUCTION MEANS,METHODS,TECHNI=ES,5ECUENCES,OR PROCEDURES, AT OTHER SIeRFACES,EXCEPT WHERE 5HOtN OTHERWISE,
SAFETY PRECAUTIONS,AND PROGRAMS IN COMNECTION WITH THE WDRC,THE ACTS OR ISI
OMISSIONS CF THE CONTRACTOR SUBCONTRACTOR OR ANY PERSONS PERFORMING ANY 25 PROVIDE 3/4"CLIMFER AT EXPOSED EDGES OF CONCRETE,UNLESS OTHERWISE /•' / --? 5/7.`u
OF THE YORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORC IN SHOLN. •'�/ ,1 �' IV"`at_'`)'I II
CONFORMANCE WITH THE CONTRACT DOCUMENTS. 26 SECURE REINFORCING,ANCHOR BOLTS,INSERTS,ETC,RIGIDLY IN PLACE PRIOR TO y _/
IA THE CITY WILL EMPLOY A LOCAL TESTING LABORATORY TO TEST COMPACTION OF POURING CONCRETE.
SUBGRADE A D PILL CYLINDERS FOR STRENGTH OF CONCRETE.PLACING OF THE 2.1 SUPPORT HORIZONTAL REINFORCNG ON GALVANIZED CHAIRS EXCEPT MORTAR BuaM 0.1n /Jf IND IAN Rla LE PA
RE AR AND BOLTS N CONCRETE WILL FALL UNDER RCUTINE INSPECTION BY THE BLOCKS OR OTHER APPROVED METHOD OF SUPPORT MAY BE USED AT FOOTINGS,
BUILDING M9PECTION DEPARTMENT. AND 5LA5$ON GRADE. ,p\���G `>I fi-\ r 14 F
cn
2B REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER PW RING:AT SLAB EDGE5- Y �Z� "b .� W6
24 HOl1RSt AT WALLS LESS THAN 4'HIGH-36 HOURS. n-1!4 0
2.9 MAKE HOCKS ACI 318-99 STANDARD HOOKS UNLESS OTHERWISE NOTED. PROVIDE r 0 0 \`L-\ I-'-I O a
2.CCNCREM WORK 135 DEGREE MINIMUM TURN,PL1.15 4"EXTENSION AT FREE ENDS OF COLUMN PILASTER I •i
TIES. F
2.1 CONCRETE:
2.1.1 GEMENT: ASTM C 150 TYPE II.CEMENT SHALL BE OF SAME BRAND,TYPE 2.10 MACE LAPS CONTACT SPLICES,DEVELOPMENT LENGTHS,HOOC EMBEDMENTS PERE—
AND SOURCE THROUCHOIT PROJECT.WHERE AGGREGATES ARE POTENTIALLY ACI 316-99,UNLESS OTHERWISE NOTED.STAGGER LAP SPLICES WHERE POSSIBLE.
REACTIVE.USE LOW ALKALI CEMENT.
2ENT.
.12 AGGREGATES SHALL CONFORM TO ASTM C33. 2.11 ALL REBAR SHALL BE COLD B
2.13 CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY '• � 1,11y.- ppNO \ �j E
APPROVED BY THE PROJECT MANAGER MIXES SHALL CONFORM TO
APPLICABLEI `� 3`"`,� ✓ T~W
BUILDING CODE RE=IREI'EMA NT$,REGARDLESS OF OTHER MINIMAI
REQUIREMENTS SPECIFIED HEREIN OR ON TIE DRAWINGS.MIX DESIGNS SHALL
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE USE. DESIGNS SHALL
SHOW PROPORTIONS OF CEMENT,FINE AND COARSE AGGREGATES AND WATER
AND F-I
D GRADATION COMBIN
OF ED AGCGREGATE5.
].IA PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS SHEET INDEX DATE W O w
LISTED BELOW INCREASE CEMENT CONTENT OVER THAT SHOWN,IF REQ/IRED TO
OBTAIN THE COMP SSIVE STRENGTH: COVER Skate Perk-Genal Notasl F,.j t Date0489/04
SCHEDULE OF CONCRETE MIXES: C-U Skate Perk-EXlstlrg CFnFI tl /Denolitlon IF 04!19/04 F
28-DAY MIN. C-12 Skate Perk-PoposaF1 Skate Park Site Plan 04/25/04 CONSULTANTS VICINITY MAP W U x
COMPRESSIVE CEMENT RANGE AGGREGATE94
n MIX NO LOCATION STRENGTH CONTENT SLIPUP SIZE<INJ C-2.1 Skate Perk-Laywt Plan 0489/04 x, d
,PSI) (SACKS) (IN.) MAX C-22 Skate Perk-Layout Data 0489/04 SKATE PARK ARCHITECT N w
I FOUNDATIONS 4000 5 3"-4" I" C-23 Skate Perk-Layout Deta 04!19/04 SKATE PARC CONSULTANT:SITE
2 BLAB-ON-GRADE 4000 5 V4 3"-4` I°
3 T-Ini PLACE 4000 5 3/4 3"-4 In' I' C-3.1 Skate Perk-Stare Drainage Plan 04/19/04 DESIGN GROUP
C-32 Skate Perk-ElFaion Control Notes 1 Details 04419/04 5TH BT.A W.SUITE 203 68a61oNs
TEMPE,24 85201
JIT
I•IJ Skate Perk-'_Irrlgatlon Conduit Plan 04/19/04 P:(4B0)894-6191 trcw � 0
SP-0.1 Skate Park-Typl-I Profllea/Refer— 04/18/04 C94-6191
CONTACT:TACT:HlcMal R MciMyre,ASLO
Sp 1.1 Skate Perk-Concrete Meterlale Plan 04/19/04 uwweltadulgrgroup.cam
SP-12 Skate Park-V�tical Rerere 04/19/04 CIVIL ENGINEERING:
SP-13 Skate Perk-Metal Febrlcatlons Plan 04!19/04 NORFLEET,BROU.N,N PEIICEWICZ
$P-IA Skate Perk-Jointlrg Plan 04/19/04 226 air.Road Suite 301 �
SP-15 Skate Park-Flnlaln Elevation Plan 04/25/04 P.( 23
P.(931)841-238
$P-2.1 Ska is Perk-Settlors/R'Maa 04/29/04 F:(931)841-2303
SP-22 Skate Park-Sections/FT—les 0489/04 CONTACT: sr4SCOTTFIgFF,s aKI,F.E. 5
E-Mail,rbpwpb-erig.ctn � NOB Nm®e6:
$P-23 Skateecti
Perk-Sons/PorUes 04/29/04
02-079-S
- 8P-2A 8ketePerk-9ecNoro/P011lea 04/19/04
$P-25 SkatePark_Saab,»/Ponlas 04/25/04 UNDERGROUND UTILITIES
SP-2b Skate
Park-Setups/Pronles 04/19/04 1 TWO WORKING DAYS f tffif�6
SP-3.1 Skate
Park-Cona-1—patalla ®4415/04 BEFORE YOU DIG ' Lasue IMl'e m '
SP-32 Skate Perk-CoetnU tlon Patella 04/29/04 CALL 1-800-362-2764(TOLL FREE) April 29,2004
SP-33 Skate Perk-Conetrucu Details 04/19/04 OHIO UTILITIES PROTECTION SERVICE
NON-MEMBERS
MUST BE CALLED DIRECTLY COVER
tTr s:.wa ur aw�0 a an aG4p s:q.s...w e.ae atG.t aw.s*w u aFaY,Iw)w-star.akk a.aa w w,r r ur aW+ r rwa• areGns era.,rGwwak�. G�lewa,.v ekN par a rsw Awes r 1 e r aG�4 aseekt see ae Hss awe,r
f¢
O4, o` �-