HomeMy WebLinkAbout13070002 90% Set Details� � INCHES MULCH �/4�
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- FOR TYPE OF MULCH �S 1/2°R
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�. '' IF SHRUB IS B& B, THEN : � ' TOPSOIL �
? � �•,�,i„ REMOVE BURLAP & ROPE TOOLED CONTROL JOINT `° � � a -
� `O� ��,, . FROM TOP 1/3 OF BALL 1/4", 1 1/4" DEEP 6x6 - W2.9 x W2.9 WELDED ��n I I � � � I I I � � � I I I � �
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'_` '" •..��� WIRE FABRIC �: ": I I=I I I=� �
� BACKFILL MIX APPLIED ANTI-SPALLING
COMPOUND a:. � �I I II I II I I� I�
UNDISTURBED SUBSOIL BROOM FINISH
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S H R U B P LA N T i N G �. • � ° 1/3 OF CONC. THICKNESS I I I I I, �,► �
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N.T.S. GRANULAR BACKFI�L ' �_ _ _ _ _ _ _ I_I I i- _ _ _ _ _ �-
I I I_I I I_I I I—I I I_I I I_I I I I I,,, (2) #4 BARS CONTINUOUS �< '�
No�s: �' =1 I I-1 I I-1 I 1—I I I=I I I=�� I—I I I—I I I
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1.) CONTROL JOINTS 5'-0" O.C. MAX. COMPACTED & WELL
(SEE PUWS FOR ANY VARIATIONS) DRAINED SUBGRADE 6°
2.) DCPANSION JOINTS 20'-0� O.C. MAX.
(SEE PLANS FOR ANY VARWTIONS) N��' 1.) CONTRACTION JOINTS SHALL BE PLACEO EVERY 20' MAX. TO
WIDTH �D T00� 3" RADIUS A DEPTH OF 1 1/2".
CLASS 'A' CONCREfE OF RAMP B s,� CONCRETE PAD DETAIL 2•) FULL DEPTH SEPARATORS ARE NOT PERMITTED D(CEPT AT
4' MIN. MAXIMUM SLOPE 12:1 IXPANSION JOINTS.
3.) IXPANSION JOINTS TO BE PLACED O 100' MAXIMUM.
a DETECTABLE NO SCALE
� SIDEWA K �P �� � ELEMENTS 6„ STRAIGHT CURB
A °° A
NO SCALE
PLACE DCPANSION JOINT AT B NAND TOOL 3" RADIUS
BACK OF CURB LJNE OR AT
SIDEWALK LINE
PAVEMENT RAMP SIDEWALK
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PLAN VIEW 4° � W g o NO INTS SHALL BE CUT A Z W
APPLIED JOINT SEALER � WITH A JOINT�R HAVING J
NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL SECTION A-A TOOL BOTH SIDES OF �- a � RADIUS OF 114" AND FILLED � �
CONSIST OF RAISED TRUNGTED DOMES WfTH A DL4METER OF IXPANSION JOINT 1/2" PREFORMED � w J WITH JOINT FILLER. �
NOMINAL 0.9 INCHES. A HOGHT OF NOMINAL 0.2 INCHES AND EXPANSION MATERIAL z y � ''
A CENTER-TO-CENTER SPACING OF NOMINAL 2.35 INCHES AND EXPANSION JOINT (TYP.) � o � Z � o
SHALL CONTRAST VISUALLY WITH ApJ01NING SURFACES. EITHER °�` °:: a• . � W o 5'-0" BETWEEN � �
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LJGHT-ON-DARK, OR DiARK-ON-LIGHT. . �' a � c.� Q c� CONTROL JOINTS v c.�
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THE IdATERIAL USm TO PROVIDE CONTRAST SHALL BE AN `°
INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE SECTION B-B CONCREfE SLAB 20' BETWEEN EXPANSION JOINTS MAX.
WARNINGS USED ON IPlTERIOR SURFACES SW1LL DIFFER FROM EXPANSION JOINT TO
ADJOINING WALKING SURFACES IN RESIUENCY OR BOTTOM OF PAVEMENT . , , ,
SOUND-ON-CANE CONTACT.
_
EXPANSION JOINT DETAIL �
y y y y yy NO SCALE CONCRETE WALK SECTION
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NOTES:
ISOMETRIC VIEW
1. WHEN THE INTERSECTION IS NOT SIGNALIZED. SIDEWALK RAMPS SHALL BE PLACED ON THE 6x6 - 10 10 WELDED
RESiDENTUIL STREET SIDE ONLY. WHEN INTERSECTION IS SIGNALIZED. SIDEWALK RAMPS �
SHALL BE PLACED ON BOTH RESIDENTIAL STREET AND ARTERIAL STREET SIDE. TOOLED CONTROL JOINT 1/4" WIRE FABRIC
2. CURB CUT R/UdPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED. WIDE, MIN. 1" DEPTH
3. RAwIPS SHALL BE PROVIDED AT ALL CORNERS OF STREET INTERSECTIONS WHERE THERE IS APPLIED JOINT SEALER APPLIED ANTI-SPALLING BROOM FINISH
D(ISTING OR PROPOSED SIDEWALK AND CURB. PROPOSED TOOLED EDGE COMPOUND
4. SURFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED BY A COARSE BROOMING, BUILDING a
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n- TRANSVERSE TO THE SLOPE OF THE RAMP. •�-.��.���-; �`���. `.�
cv 5. SIDEWALKS SW4LL BE RAMPED WHERE THE DRIVEWAY CURB IS EXTENDED ACROSS THE WALK. ' •
� 6. CARE SFWl BE TAKEN TO ASSURE A UNIFORM GRADE ON ALL RAMPS WITH NO BREAKS =
0 7. DRAINAGE�STRUCTURES SHALL NOT BE PLACED IN LINE WITH RAMPS. IXCEPT WHERE 1/2° PREFORMEO ____ �
N D(ISTING DRNNAGE STRUCTURES ARE BEING UTILIZED IN THE NEW CONSTRUCTION. LOCATION EXPANSION MATERIAL . ' p' 4" GRANUTAR BACKFILL --- ---`
`- OF THE RAMP SHOULD TAKE PRECEDENCE OVER LOCATION OF DRAINAGE STRUCTURE. -� � I-I I I=I I I-I I I-I I I-I I I-I I I- �
8. THE NORMAL GUTTER UNE PROFlLE SHALL BE MAINTAINED THROUGH THE AREA OF THE RAMP. �,.°' � �-I I I-I I I,-I I I=I I I I I I-
� 9. DCPANSION JOINT FOR THE RAMP SHALL BE A MAXIMUM 1/2' WIDE. THE TOP OF THE JOINT . . � CONCREfE COMPACTED AND WELL '-
o FlLLER FOR ALL RAMP TYPES SHALL BE FLUSH WITH ADJACENT CONCRETE. DRAINED SUBGRADE
N 10. CROSSWALK AND STOP UNE MARKINGS, IF USED, SHALL BE SO LOCATED AS TO STOP � I 10' OR FULL PANEL _ I NOTES:
T R A F Fl C S H O R T O F T H E R A M P C R O S S I N G. EXPANSION JOINT TO 1. C O N T R O L J O I N T S 5'- 0" O. C. M A X.
11. SLOPE OF R/UrIP MAY BE MODIFlED WHEN FlELD CONDITIONS WARRANT AND WHEN APPROVED BOTTOM OF PAVEMENT �(SEE PIANS FOR ANY VARIATIONS)
>, B Y T H E D E P A R T A� E N T O F T R A N S P O R T A T I O N.
� 2.) D(PANSION JOIM"S 20'-0" O.C. MAX.
�° EXPAN S I O N J O I N T AT (SEE PUWS FOR ANY VARIATIONS)
� SIDEWALK RAMP FOR DISABLED TYPE I
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� NO SCALE BUILDING DETAIL CONCRETE WALK DETAIL
�, NO SCALE NO SCALE
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� 100'
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� STANDARD 2" U�
m OVERFLOW AREA HANDLES 10� TOP OF CURB
11 GAUGE STEEL
-° SUSPENSION SYSTEM
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� TRANSVERSE EXPANSION JOINTS (TYP.) TRANSVERSE EXPANSION JOINTS (TYP.)
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r NOTE:
� WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, D(PANSION AND
U CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE
� STAINLESS PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT
� STEEL BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO
v CLAMPING CONCRETE PAVEMENT IS BEING BUILT, AT THE T1ME, THE CURB IS
/ REAR CURB g{Wp CONSTRUCTED. IXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL
- GUARD FLAP REfURNS AND AT INTERVALS NOT TO D(CEED 100 FEET. CONTRACTION JOINTS
v WITH MAGNETIC SHOULD BE INSTALLED AT 10 FOOT SPACING.
/ TIE-DOWNS REPLACEABLE SEDIMENT
� BAGS WITH GEOTIXTILE
� FlLTER FABRIC CURB JOINT DETAIL
°� NO SCALE
�� TYPICAL CURB BOX TYPICAL FLAT/RECTANGULAR/ROLLED CURB TYPICAL ROUND
° INLET FILTER INLET FILTER INLET FILTER
0
% 1. R�EM�G Rp,TE TOOLED CONTROL JOINT #5 BAR
r7 � 12"O.C. BOTH DIRECTIONS
� 2. DROP FLEXSTORM INLET FlLTER 1 4", 1 1/4 DEEP
Q� ONTO LOAD BEARING LIP OF
�•� FLEXSTaRM Inlet Filter Specifcations CASTING OR CONCRETE STRUCTURE APPLIED ANTI-SPALLING 3 MIN. FROM TOP & SIDES
� 3. REPLACE GRATE COMPOUND BROOM FINISH
�° WQ11EN Geotexxtile Sediment Bag Specs (2 ft� wl)
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° (V#aterial Property Test Method Value {ave} •
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�— �rab Tensile ASTM D 4632 255 x 275 f 9 �
3 N o Puncture Strength ASTM� �4833 135 Ibs � �
� = GRANULAR BACKFILL =
J� Trapezoidal Tear ASTM D 4533 75 Ibs -1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1= �
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m o�� UVResis#ance ASTMD4355 9Q%
N r� � I� I�� ALL PRODUCTS MANUFACTURED NOTES: , M COMPACTED & WELL
d- � o/ �p ppen Size {fiiJS} ASTMD 4751 24 sieve DRAINED SUBGRADE
o,�o BY INLET & PIPE PROTECTION, INC 1.� CONTROL JOINTS 5-0 O.C. MAX.
� �� DISTRIBUTED BY ADS (SEE PLANS FOR ANY VARWTIONS)
� N p� P�it711�11Atj/ ASTM D 4491 1.5 ! sec Q'` WWW.INLETFILTERS.COM 2.) IXPANSION JOINTS 20�-0� �.C. Ml�.
��� � Mw 866 287-8655 PH
(SEE PLANS FOR ANY VARIATIONS)
�+- a >, / 630 355-3477 FX
� Z pp � t/Va#er Flow Rate ASTivi � 4491 200 gpm/sqft nra�ov� I FO INLETFILTERS.COM
X C SIZE DWG NO REV
�� °� ��#���� R��Q�' Q C IPP Flexstorm S ecification
-,� ; � � ������� 821� � �plo�l GENERATOR PAD DETAIL
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600 E. 96th Street, Suite 100
Indianapolis, IN 46240
317.808.6000 • 317.808.6797 (fic)
Consultant
WOOLPERT
7635 INTERACTIVE WAY \�/
SUITE 100
INDIANAPOLIS, IN 46278 ry O O L P E R �
317.299.7500
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DRAWING INFORMATION
Scale: AS NOTED
Date: 06/XX/13
Checked By: BJH
Drawn By: PJD
Duke Realty Job #:
A/E Job #:
DRAWING / SHEET TITLE
DETAILS
SHEET NUMBER
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