|
NOTE: N
<br /> PROVIDE 1/4"W/SAWCUT AND CURB RAMP VERTICAL RISE ROUNDED D C N
<br /> PROVIDE PAVEMENT SEALANT OVER CONCRETE CAP i
<br /> HALL BE 6" MAX., PER IBC _ FORMED IN FIELD U D
<br /> BACKER ROD OVER FOAM PLANK SECTION 1012 •�_ N N
<br /> O
<br /> coQ
<br /> A. X o 6"EXTRUDED Q w w �
<br /> „° •, '� � 6" DIA. CONCRETE URB
<br /> _ °•' FILLED STEEL PIPE
<br /> —III-1 —III—III—III •`t ~ °• ' a BOLLARD PAINTED C
<br /> • ETY YELLOW N $,
<br /> MI 11= 11—11=1 I I:111=1 I I=1 =1 11=1 I I=1 I CRETE SLAB 71� ,
<br /> CONCRETE WHEEL STOP QCONCRETE SIDEWALKLV
<br /> PAINTED SAFETY YELLOW
<br /> ASPHALT PAVING Qa° ° NOT
<br /> NOT o CRETE
<br /> PROVIDE 1/4"W/SAWCUT �; ALIGN WITH _ /ALLAT
<br /> EDGE OF PANEL 220 Norwood Park South
<br /> AND PROVIDE PAVEMENT <, ri ASPHALT PAVING a 5'-0" 'd Suite 201
<br /> SEALANT OVER BACKER a fi Norwood,MA 02062
<br /> ROD OVER FOAM PLANK �a'JI- _ - CONCRETE (781) 619-9500
<br /> ' LANDING AT -
<br /> DOORS
<br /> _ •" USED
<br /> y_ ONCRETE
<br /> r :, •
<br /> � , • .• OOTING � � � �;��;�� ROCK BASE
<br /> —III=1 I I=1 I I=1 I I=1 I I �_• : I I I=1 I MI I I=1 I I
<br /> 111-111-111-111-111-111—�-111-111-111—I I = _ _ — I—III— III—III—III''— — C4 STEEL REBARS 111 FT. EA.
<br /> SIDE OF EVERY JOINT
<br /> 1'-6" MIN. E 7
<br /> 1 ACCESSIBLE RAMP CURB 2 PIPE BOLLARD DETAIL 3 WHEEL STOP 4 DOOR LANDING PLAN 5 RAMP LANDING PLAN 0 CA
<br /> 1
<br /> Al2.06 Al2.06 Al2.06 Al2.06 Al2.06
<br /> 112"=1'-0" 1 =1'-0" 1 =1'-0" 114"=1'-0" 114"=1'-0"
<br /> CLASS 1 SURFACE CLASS 1 SURFACE
<br /> COURSE HEAVY DUTY PAVEMENT COURSE LIGHT DUTY PAVEMENT HEAVY DUTY CONCRETE PAVEMENT
<br /> 5'-0"
<br /> PROVIDE DETECTABLE WARNING TACK COAT TACK COAT CONCRETE PAVEMENT, 13 @ 16"O.C.EACH WAY
<br /> TEXTURE PER CODE,TYPICAL ALL SEE NOTE 1 BELOW.
<br /> WHEELCHAIR RAMPS CLASS 1 BINDER 6"LAP CLASS 1 BINDER
<br /> 1 1/2"DIA. PIPE RAILING, EACH SIDE OF ACCESSIBLE JOINT - 6"LAP
<br /> NOTE: NUMBER OF RISERS TO COURSE �' N COURSE _ � .. � - •,
<br /> BE DETERMINED BY GRADE STAIR AND AT CENTER OF STAIR PARKING JOINT ;, s _ =! ; ; ._• ° • -
<br /> WHEEL STOP CLASS II A.B.MIN 95% `�' CLASS II A.B.MIN 95% v - •' ' �:�-a;fid-` •rte° Lam. �`'� ':r64
<br /> DIFFERENCE AT EACH WHERE SIGNAGE SEE �., _
<br /> WHERE SHOWN ON p •° _' •., , ' - . : oO
<br /> LOCATION SHOWN,WELD AND GRIND SMOOTH, PLAN FOR SITE PLAN RELATIVE COMPACTION
<br /> ••••••• •• •• ••• RELATIVE COMPACTION , ,.. , a _ ., • , a.;
<br /> .J .�
<br /> TYPICAL
<br /> LOCATIONS
<br /> 4
<br /> - z
<br /> 1A \ T�� T�� T,�I T�� T�� T�� T��T��T����`T�� ��`���y, ��y, ��y, � �,.� �I J J J
<br /> MAX SLOP
<br /> _ _ _ _ _ 111—III—III II—
<br /> 1
<br /> Al2.06 III—III-111-1 I I—I 11—I 11=1 I I— III—III—I 111 Q
<br /> NOTE � 16
<br /> SLOPE SHALL —
<br /> BE1:12MAX.& , „ I I I—I 11—I 11—I 11—I I I— I I I 11—I 11
<br /> CROSSSLOPE ,d z III—III—III—III I I I I—III—I III—III—III—III— I I I —III—III O
<br /> 12" SHALL BE 1:48 I a PROCESSE AGGREGATE BASE W O
<br /> MAX., PER IBC > WITH ONE(1) W
<br /> INCRETE STAIRS COMPACTED SUBGRADE
<br /> SECTION 1012 � ELOW: � � J
<br /> RADIUS NOSE, AXAX SLS - COMPACTED SUBGRADE PRIME COAT(REQ.AT TO 95%MAX DENSITY PRIME COAT(REQ.AT COMPACTED SUBGRADE TO 95% EUCLID CHEMICAL CO
<br /> RISERS,NON SLI 1:2 TO 95%MAX DENSITY ASPHALT<4"THICK) PER ASTMD 1557 ASPHALT<4"THICK) MAX DENSITY PER ASTMD 1557 EALSOURCE Q j
<br /> DETECTABLE WA — _ = SLOPE DN FINISH ANDo co PER ASTMD 1557 C
<br /> LU GEOTEXTILE FABRIC IF GEOTEXTILE FABRIC IF SKIM COAT OF FINE AGGREGATE BASE V m
<br /> TR �1T 4 WIDE CURB MAX 1:48 LO m_ REQ.BY DESIGN REQ.BY DESIGN OF COARSE AGGREGATE BASE,SM00 GINEERREINFORMENTS V) Z
<br /> @ BACK OF
<br /> PLANAR TO RECEIVE CONCRETE.
<br /> RAMP cn FOR INFORMATION ONLY.FINAL DESIGN BY GEOTECHNICAL �
<br /> EMBED POSTS INTO CONCRETE, w FOR INFORMATION ONLY.FINAL DESIGN BY GEOTECHNICAL O
<br /> U ENGINEER AFTER SITE DATA ANALYSIS.PAVEMENT TO MEET LOCAL FOR INFORMATION ONLY.FINAL DESIGN BY GEOTECHNICAL ENGINEER N
<br /> ANCHOR TO WITHSTAND FORCE U AND STATE AHJ AND DESIGN.MATERIAL TO BE PER LOCAL DOT ENGINEER AFTER SITE DATA ANALYSIS.PAVEMENT TO MEET LOCAL Q � �
<br /> PER ACCESSIBILITY SPEC. Q AND STATE AHJ AND DESIGN.MATERIAL TO BE PER LOCAL DOT AFTER SITE DATA ANALYSIS.PAVEMENT TO MEET LOCAL AND STATE AHJ
<br /> PAVEMENT MIX DESIGN FOR WEARING AND BINDER COURSES PAVEMENT MIX DESIGN FOR WEARING AND BINDER COURSES AND DESIGN.MATERIAL TO BE PER LOCAL DOT PAVEMENT MIX DESIGN 0 U
<br /> INCLUDING BASE MATERIALS INCLUDING BASE MATERIALS FOR WARING AND BINDER COURSES INCLUDING MASE MATERIALS W O
<br /> s CONCRETE STAIR SECTION z ACCESSIBLE RAMP 8 HEAVY DUTY BITUMINOUS CONCRETE PAVEMENT s LIGHT DUTY BITUMINOUS CONCRETE PAVEMENT 10 HEAVY DUTY CONCRETE PAVEMENT h �'
<br /> Al2.06 1/4"=1'-0" Al2.06 1/4"=1'-0" Al2.06 314"=1'-0" Al2.06 314"=1'-0" Al2.06 3/4"=1'-0" O
<br /> O
<br /> STANDARD DUTY CONCRETE PAVEMENT
<br /> 3„ CONCRETE PAVEMENT, #3 @ 22"O.C.EACH WAY
<br /> SEE NOTE 1 BELOW.
<br /> ALL EXTERIOR BUILDING SIGNAGE TO
<br /> BE A DIFFERRED SUBMITTAL BY THE C° N ,' 'r8'y�!-i`'_ �7S '�� T �_� .,�R ~• _
<br /> _ - � = �i SMOOTH CONCRETE DOME
<br /> GENERAL CONTRACTOR,SEE COVER > '1
<br /> .;t�:.'� '� '�j 'fit .''gip ' '�}. ''��, �� .� � � � � l:l�', •�' !�' �,' �' ,�' :�' v
<br /> RAISED CONCRETE
<br /> STRUCTURAL
<br /> =11 I I I—I I I—I I I—I 11-1 I I-1 11111-1 1 1-111-111
<br /> STRUCTURAL I I =1 I I—I I I—I I I— 11=111 11-1 I I—I 11-1 I I-1
<br /> III I I 1 1-1 I I 11—I 11—I 11—I 11 1 I 1-1 I —1 11-1 11-1 11-1 I I
<br /> 4"COMPACTED I I III I I—III— —_ —_ 1_1
<br /> —_ —_ —_ 1_1
<br /> —_
<br /> GRAVEL BED I
<br /> 6"DIA.x 10'-0"LONG STEEL
<br /> 1 I
<br /> PIPE FILLED WITH CONCRETE,
<br /> #4 REBAR AT 10"O.C. EW CLASS II A.B.MIN 95%RELATIVE NOTE: o I PAINT"SAFETY YELLOW"(TYP.)
<br /> TOP AND BOTTOM,SEE
<br /> STRUCTURE COMPACTION 1. SLABS TO BE TREATED WITH ONE(1)
<br /> PENETRATING SEALER BELOW:
<br /> COMPACTED SUBGRADE TO 95% A. BARRICADE WB244,EUCLID CHEMICAL CO
<br /> 11 EQUIPMENT PAD DETAIL MAX DENSITY PER ASTMD 1557 B. SS HARDEN X SI,SEALSOURCE
<br /> INTERNATIONAL,LLC CONCRETE BASE
<br /> Al2.06 318"=1'-0" SKIM COAT OF FINE AGGREGATE BASE ON TOP 2. MACRO SYNTHETIC FIBER REINFORMENTS (SLOPE AWAY FROM BOLLARD)
<br /> OF COARSE AGGREGATE BASE,SMOOTH AND PER GEOTECHNICAL ENGINEER I
<br /> PLANAR TO RECEIVE CONCRETE. 3. F'C=4,500 PSI MIN.
<br /> 0
<br /> FOR INFORMATION ONLY.FINAL DESIGN BY GEOTECHNICAL ENGINEER °
<br /> NOTE: AFTER SITE DATA ANALYSIS.PAVEMENT TO MEET LOCAL AND STATE AHJ
<br /> SEE EXTERIOR METAL LANDING SUPPORT ANGLES AND DESIGN.MATERIAL TO BE PER LOCAL DOT PAVEMENT MIX DESIGN
<br /> FOR WEARING AND BINDER COURSES INCLUDING BASE MATERIALS FINISH GRADE I DRIVE z
<br /> FINISH SPECIFICATIONS. ' - - .° . — o
<br /> 6 STEEL CLIP ANGLE
<br /> 18 I v ° I -
<br /> (V °. W °
<br /> —II 4 II (
<br /> STEEL STRINGER a � ,-.�°°�•• • � Z
<br /> M CLR 15 STANDARD DUTY CONCRETE PAVEMENT =III ;A r I I I=
<br /> _ HANDRAIL RETURN 11
<br /> I f Designed B.S.R.
<br /> z �O6 3/4"
<br /> EN STEEL GRATE TREADS AND t'°I` l, a Drawn B.S.R.
<br /> LADING 1/4"x 12"AND 1/4"STEEL -III _. ..1 11—
<br /> ERS b 1" ° '° I•,- Reviewed S.M.K.
<br /> /2" 0 ROUND STEEL , Scale AS INDICATED
<br /> :A I : I° lit18"DIA.CONCRETE FTG.
<br /> 14 NDRAIL WELD&GRIND o :I' 1°;� : Project No. 1902145
<br /> Al2. RAIL AT 42" 00TH `� "' I—I 1 Date 05/15/2020
<br /> Z � 1 CAD File:
<br /> AIL AT 36"
<br /> DN 190214501
<br /> o 0 GALVANIZED STEEL TI C I,
<br /> E COLUMN @ LANDING
<br /> LU 1.° I. Title
<br /> RNER '<
<br /> a ad°. I, a.: : °
<br /> DETAIL
<br /> 0 6"0 x 4'-0"HT. P f a SHEET
<br /> - CONC. FILLED GALV. I 1 ° ?
<br /> g PIPE BOLLARD,SEE a ;1 l °_
<br /> N CLR 6"0 x4'-0"HT. CONC. co DETAIL 14/A0.3
<br /> FILLED GALV. PIPE :� -
<br /> .4 ,
<br /> N BOLLARD,SEE ° ° -° Sheet No.
<br /> DETAIL 14/A0.3 - X b
<br /> r a MAX. LEADING EDGE
<br /> USED
<br /> NOT
<br /> I ISED
<br /> ELEVATION RADIUS @ STAIR: 1/2"
<br /> PER IBC 1011.5.5 N
<br /> 1 PRE-ENG. METAL TAIR PLAN 16 BOLLARD DETAIL - TRANSFORMER o DN = 3
<br /> 3 S 14 PRE-ENG. METAL STAIR
<br /> o Al2.06 114"=1'-0" Al2.06
<br /> 1/4"=1'-0 314"=1'0"
<br /> X
<br /> ©2020 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.
<br />
|