HomeMy WebLinkAboutB14-0274_BF9_1411498740.pdf " GUARDRAIL (MAX
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C I IRC SECTION
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FIRI= PIT EXCEPTION NOTE I A
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I '- (N01 ! STiRUC T-) NOTES:
IIRE: CONTRACTOR r - PAVER. SYSTEM IS CONSIDERED NON STRUCTURAL AND I5EYOND -
x F C OPE; RE: C ONTRAC TOIR FOR PAVER. 5FECIFICATION5, INSTALL rriaS DOCUhA[N7 !SHALL NOT [firR F,14.0r uCt , 7K;. N3rAITTM!,
T,O.0 RALE '- ` AND PROPER B>=DDINC PREPARATION DIt}GLCr`~+CL1 OR. US L IN wrioLG Qty !N.
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, EO-GRID' HOR1 LENGTH. FROM L ACE r BLOCK: 5TUDIQ nn ENGINEEK.5. LLC-
TOE OF II
- 4"-0"' FOR. WALLS UP TO '- " IN HEIGHT_
STAIR) `4� / T_O•PAVFR - 5'- " LENGTH FOR WALLS UP TO '-3" IN •
B 1 CSO"-3, S/8' HEIGHT.
- G'- " LENCTI� FOR. WALLS UP TO "- IN Ce
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I - OVERLAPPINGE_FO RID AREAS HALL 15SEPARATED B1' AT LEAST
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6 4" OF COIv1PACTED SOIL OR CLAY FILL. GEOGRID SHALL BE COATED
POLYESTER WITH A MINI MUM ALLOWABLE DESIGN STRENGTH AS 0 L1.1
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4'- FOLLOWS:1
- LTC'S: 750 plf0
T,O- R DF 1 - or TAL -= 500 plf I2e
#` ! }'-J '-D 4 . DO NOT COM✓IPACT GRANULAR BACKFILL WITH MECHANICAL
COMPACTOR. EQUIPMEINT.
T.0.GRADE • ' -__ N 5 - WHEN SITE CONDITIONS REQUIRE, WRAF DRAINAGE TILE I1 .1 /4'" 1-11 0,5
103'-9. ; • AGGREGATE AND El LTER FABRIC WITH DRAINAGE COMPOSITE OR
AGGREGATE bAC DRAIN Y TEM. OR A DIRECTED B A
, _Vwr GEOTI✓CI-1NrC LEN INFER.
i 0.5.-3- ,IC G. FI BERGLASS BLOCK INSERT RODS hALL BE INSTALLED <NOT CTU 0
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HOW I FORCLARITY),
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- 7. EXCAVATIONS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL
AL
ENGINEER. THE COMPACTED GRANULAR. FILL BASE (OR
CORRESPONDING CAST IN PLACE CONCRETE FOOTINGS SHOWN EN 00
oia T.0>.W6 7.
DETAILS T ILS B 4t, C SHALL BEMBEDDED A=DDED II 1 UNDISTURBED, NATIVE
108'-'9' I MATERIAL, OR MATERIAL COMPACTED PER THE --1
RECOMMENDATIONSOF THE GEOTECHNICAL ENGINEER- WALL I
- 7 i{ r W 'HEIGHTS THAT EXCEED G'-3" SHALL BE REVIEWED BY OUR OFFICE CI- 0
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PRIOR TO FURTHER CONSTRUCTION . < ..
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R I08' 318" LOCATES PER. # $}
PLAN NOR GROUT RCI NF. F i S , / Zi
FAT ! 0 DKIV WAY ELAN 115SOLID 00 ` -
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i NOTES, DETAIL B I
I - SEE 1 FOR. YE lB01- , LEGEND AND ABBREVIATIONS AND GENERAC. NOTES. PAVER
. 1 00'-O" - 7805 .7 ELEV. ON'
3. A w, w-• NSIONS 4- ELEVATIONS ARE FIELD VERIFY, TYP LJNO. VARIE=S
4. GONG"' " E FOOTING UPPOF TING MU NOT SHOW FOR CLARITY; SEE F rC\1
ENDIVIDUA.. DETAILS - \ - -- ---- i - - -
5 . STAIR EPNF - -y- !ON A • f r 1-11- + TO BE p' .. MIMED FIELD .////
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LAYOUT AND VERIFICATION BY THE CON .4 . .IR. C. - NCE WITH IIRC ,
T.( .GRADE STAIR DIMENSIONS IS THE I SPONSIt ILIT OF THE CONTRACTOR. ; I i•1 0 ",
1 08'-0" G, THE AREA DESIGNATED AS "SECTION G" IS THE SCHEMATIC AR 1-EITE TRAL n ' I _ • `F
DRAWINGS PROVIDED BY THE CONTRACTOR IB A PAVER. PHASE AND ISNON V,I . T.O.PAVERS DKA D 3 1 JFK
max` STRUCTURAL AND CONSIDERED BEYOND THE SCOPE OF THIS DOCUMENT. (SLOPES) DE I 1 5'91/ _ 4�1
- - - - -- - - - 7. MAINTAIN POSITIVE DRAINAGE ON PAVER SURFACES (AWAY FROM F " T.O.SFA
BUILDING AT MIN ''." PER FOOT. OR. AS RECOMMENDED BY THE GEOTECH. F r -- - DATES:
al T-O.FER ) G" CMU N. . - • -
JULY 30, 2014
oma' - 5l8., 10: B€.O I , TYP E ,N,O, 5EPT 1 ry r} REV it
D. PROVIDE CONTINUOUS HORIZONTAL ONTAL L. DDE _ R k
TYPE DUR-O-WALL REINFORCING I ", --- / SCALE: A5 5 h OWN
I
I . MASONRY UNIT DESIGN, MANUFACTURE AND UNLESS. OTHERWISE NOTED. LAP JOINTS // /,
INSTALLATION SHALL CONFORM TO STANDARDS MINIMUM 8". �_ I KEVI II N -
SET by THE MASONRY Y I 1 TITUTE O1= AMERICA. E. PROVIDE THE FOLLOWINGCOVER: T.C . F J . _- .1
_ . . • 4 ,7 <-›
2 . BLOCK: LI HTl+ EI 1--HJT GRADE N, TYPE I , ONE BAF DIAMETEROVER. ALL 7'- . 1 /4" --� I t P I Nil 0• VIS
BAER, EUT NOT LESSTHAN II_ t - - �11� ITL :
F I�.r� = I 500 F'' I WHEN THE h�901�1 �' IS AGAINST OCL, a �� I l� � �� _ -� � {{ • ���,
3 . MORTAR: TYPE N OR 5, 1800 PSI MIN (ASTM —i f E
C, ). TEST AND SAMPLE PER. ASTM C IO . G . CONSTRUCTION;I COVERAGE SHALL BE I I . 2- '----- -- ` -' '' -1 1 . DWLS SHOWN
/ MAIN LE EL
4. GROUT; J SLUMP WI 2000 PSI COMPRESSIVE IVF . . . _ . . GRAPHICALLY;SHOWNP.L
STRENGTH AT 28 DAYS A. USE RUNNING BOND U . N .O. -1 I-1 I I' i in Ir'ILLJ .t �� JFRAMING5 ,REINFORCEMENT . ALL CELLS W/ STEEL REINF. OR EM ED of ! .5 LOCATION of I`E IRI _ I PLAN
I
— ' ' LEGSHALL BE CLEAR — I
A- REINFOR IN DARS TO Off DffroF I / eD 15 R. , ANY TYPE SHALL BE GROUTED SOLID. OF FTG 5A5E, T't'P -=I I • . • ' •' • DETAILS AND NOTES
MINIMUM YIELD STRENGTH-40 ICSI . LAP C. ALL WALLSBELO GRADE SHALL BE GROUTED '-G" / k e+ y+ *1
REINFORCING PAR SPLICES 40 BAR SOLID- x - -• •,• LONCIT. - • -- •--- •- *Ot , ► . �1�r•.
DIAMETERS UNLESSOTHERWISE NOTED. D. GROUT ALL REINFORCED CELLS AND BONE 'E- - _- .--.5;4. -
3. REINFORCE ALL CORNERS AND JAM1 WITH BEAMS SOLID. 12 -' " .
MINIMUM J -#4 VERTICAL, FULL HEIGHT, E. CONTROL JOINTS SHALL NOT EXCEED 40' 0, . 2_ , G
UNLESS OTHERWISE NOTED. F. ALL CAST IN PLACE EI M BED AND PLATES / (1! E E J- 1--l.C. REINFORCE ALL, LSO 1D DEAMS WITH 2-#4 SHALL BE FLUSH TO THE FACE OP MASONRY 5 LCTI ON DETAIL CO LONGIT.
CONTINUOUS, Uf 1LE THERWI NOTED_ U .i t .O, c i I SECTION DETAIL
EXTEND FULL HEIGHT WALL REINFORIN G, FILL VOIDS AND GROUT CELLS SOLID I "" - '- "'
CONTINUOUS THROUGH INTERMEDIATE BOND MINIMUM DISTANCE OF 4" BENEATH AND I " -
SEr MVI _ EACH SIDE F I EMBER REACTIONS AND ALL . I " = I '-C"
CONCENTRATED POINT LOADS.
h SPECIAL INSPECTION NOT REQUIRED.ED-