HomeMy WebLinkAbout035-97.specifications� 6' � 6' � 18"
Min. T.C. ELEV.
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3' TOP SOIL °
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I COwIPACTED STONE BASE (
�+' WHERE SIOEWALK IS CONSTRUCTED
Ap,1ACENT TO THE CURB,THE SPACE
BEHIND 1NE NEW CURB SHALL BE
FlLLED WITH GRIWUUR MATERW-
TO THE REQUIRED ELEVATION ANO
COAIPA�CTED IN UYERS NOT TO
D(CEED 4'.
CHAIRBACK CURB & GUTTER
NO SCALE
DCAM 12-01 (TYPE II
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3' TOP SOIL ° I
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• BACKFlLL —
ev � � p Q �
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COMPACTED STONE BASE �
• WHERE SIOEINALK IS CONSTRUCTED
AD,IACENT TO THE CURB,THE SPACE
BEHIND THE NEW CURB SFUILL 8E
FlLLED MATH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMIPACTED IN UYERS NOT TO
IXCEED 4'.
REVERSE SLOPE
CHAIRBACK CURB 8c GUTTER
NO SCALE
DCAM (TYPE III)
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• COAIPACiED STONE 9ASE
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sr"";`} s �— GftANUUR BACKfAl
• COwIPACTED SU� — 1HE UPPER 6' SHALI. COMPLY WITH THE
DENSITY REQUIREAtENTS OF THE CONTWI�T IMMEDIATELY PRIOR
TO PLACING THE MATERIAL THEREON. ALL SOFT, YIQDING OR
OTNER UNSUfTABLE MIATERUI, WHICH CANNOT BE COMPACTm
SATISFACTORILY, SFIALL BE REMIOVED. Al.l ROCK ENCOUNiERED
$WIL� gE REqp�yEp pR BR01(EN OFF AT IEASf 6' BQOW THE
SUBGRADE SURFACE. ANY HOIES OR DEPRESSIONS RfSULTING
FROM THE REMIO'VAL OF UNSUITABLE WITERIAL. SHN.L BE
FlLLEO WfTH SATISFACTORY MATERIAL ANO COMPACTED TO
CONFORMI WITFI THE SURROUNDING SUBGRADE SURFM:E.
� COMBINED WALK & CURB DETAIL
NO SCALE SEE SHEET A402
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TOP OF 6' CURB
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P'VMfT. ELEVATION
CURB END TRANSITION
NO SCALE
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,�`��OQ` ��,1ST EqF�CF2 �''�,
920299
� STATE OF �
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'. �NDIAN►` � ��:
/�����''���;�,5/ONAL �.���`\\``.
REVISIONS
CERTIFtED BY:
DATE : � / /�// q
l�7 �
SIDE SIOPE VARIES
UNIFORMLY TO A MAXIMUIrt
OF 4" PER FT. OF
GUTTER LINE.
A --�
CLASS "A' CONC.
SIDEWAL
8 B
C L RAdIP �
C
DESIRABLE RAMP SLOPE 1'PER FT• ��
MAXIMUM 1 1 /2' PER FT. � PLAN VIEW
(SEE NOTES: DETAIL PV-40) A
PAVEMENT RAMP SI�EWALJ(
.. • '4.
SECTION A — A
CON7RACT10N JOINT
i�•)
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Y: . ,' ..
SECTION C — C
PLACE EXPANSION JOINT AT BApC
OF CURB LINE OR AT SIDEWALK UNE.
NA TH OF RAMP
4 MiN.
v�t, vn�.
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�
SEC110N8—B
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/� �Y W
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SEE DETAII PV-40 FOR NOTES �
ACCESSIBLE SIDEWALK RAMP (TYPE 1)
PV-39 SHEET� of32
NO SCALE
NOlES:
1. Mlhai the intersectian b not sg+alized SdeMC�lk Ramps aAa1 be placed on the
re�idential atreet side onlr Mlhen interoection is �ignalized. Sderaik Romps shall be
ao�d o� �otn �a«�c�d �t Q►a kta;a �c�t �.
z. arb cut ramps are te De locoted os �hown «, the plo+s ar oa directed.
3. Ramps aheN be provided ot dl comer� of street intersection� Nhere there is
exis{ing or propoxd sideNalk and curb. Rampa �hd abo be prorided at wdk
locatians in mid—blodc in the viciniC� of Hoepftols, Mkd'�cal Cent�rs, and Athletic Stad'�ums.
4. Surface texture of the ramp ahoM be thot ebtoined br a coarx brooming,
tronsrerse to the slope of the romp.
5. �idewala �ha� be ro►nped Nhere n,e ariveaor ane is exter►eea ocross cne wolk.
6. Care shall be taken to as�ure a uniform qrode a� dt romps �ith no breaks in
7.�Drainoge �tn►ctures �hdl not be placed in fine rrith romps. Except where
existing droinoge structures ero ban9 utiized in the naN construction, Iocatian of the
ramp ahould tdce pre�dence orer location of droinoge structure.
8. The namd gutter line pro(ile �haA be moi�tained through the area of the ramp.
9. E�ansian joint for the romp ahdl be a maximum 1/2' ride. The tap of the joint
}iler for dl ramp typa aF►aN be M�h �ith adjooent ca�aete.
10. GossMalc and stop I'me makings, if uxd, �1►aM be ao located es to stop troffic
�t►art of ranp aosaings.
11. Slope of ramp may be modified when field canditions waront and when approved by
the Department oi Tran�portatian.
ACCESSIBLE SIDEWALK RAMP
�—,40 DCAIrI 14-02
, NO SCALE SHEET 3 OF 3
�—�- n� wwa sweF�
r � N.�.c. s�
PREPAREO SUSGRAOE Ca1PAClED TO 4' �3 CdiPAC1ED S70NE BASE
0.7� MODFIED PROCIOR
s• /2 ca�nC�n sTONE suee�
PAVEMENT CROSS SECTIONS
PV-36 NO SCALE
EJIW
NEENAH � TYPE
R-3286 MANHOLE
��T�
X. 8" OF CONC. RISERS
I/2" MORTAR GROUT—
(SIDES dc TOP OF
ADJUSTIN� RINGS)
(4' Muc oErTM)
USE A
TRAFFlC AREAS 24"
1C QEV.
/ o
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m
�:
_ s�s REOUiREo
w►+� oEana Exc�os
a•. usE r��w
R-1901-1 OR EQUAI `
0
,.,�. �tE� n�ic�cNESS—� _
6"- UP TO S' DEPTH
8"- UP TO 12' DEP711
� 2'— ovER � 2' DEPTH
• rc - roP oF c�snNC �v�noN
�� RE � RIM OF CASTING ELEVA110N
STORM MANHOLE
l, �
eo� sEC�oN
NO SCALE W� CONE TYPE REDUCER
r. ..... � �.r M M IS�
,,�.� � .., ...,,,, .�,.�.
�C fRONT OF 6'RI11E
CHAIRBACK CURB
INLET SETTING DETAIL
n. n _
3' TOPSOII
�. �-
NO SCALE
.�
B' Min. � �
� 4.5' '�
T.C. ELEV.
� � �
_ s• �
� �
COMPACTED STONE 9�1SE 'MIAY BE POURED
MOMOIlTFIIC NATT1
I CONCRETE STREET.
3' F-- 24•
�WHERE SIDEINALK IS NOT CONSTRUCiED ADJACENT
TO TNE CURB� THE SPACE BEFIIND THE Cl�tB SHALL
gE FlLLEp WRH SUfT118LE IrIATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN UYERS
NOT TO EXCEED 4'.
CONCRETE ROLL CURB & GUTTER
�.., .,....��
REVISIONS P A U L I. C R I P E� I N C•• L ND SURVEYINGG �ALITY ASSURANCE:
�i�����
7172 GRAHAM ROAD • ARCHITECTURE
INDIANAPOLIS, INDIANA 46250 � LAND PLANNING �A� ' y— r��'� 7
(317) 842-6777 __
'C' OIiEN570N REFERS
TO NA)OMUN PIPE SRE
w/ �• a� �ss �
00' MAY � MORE
C D
zr +a•
ae' so'
�e" n•
60' 96'
DATE: DRAWING TITLE:
04-07-97 S T A N D A R D D E T A I L S
SCALE:
NONE
DAlE: 04-07-1997 T1ME: 22:43 FlLE: 0:
ANSI 4.6.4 VIW PARI(ING SPAC£.
ACCESSIBLE PARKING SPACES FOR
VANS USED BY PERSONS WfTH D�SABIIlT1ES
SHALL HAVE A HEIGF�T OF 98 in (2490mm)
MIINII�tUM AT THE SPACE M� ALONG THE
v�+�cuuR RourE TM�ro �wo swr.�
HAVE AN ACCESS AISIE 96'in (2440mm)
WIDE MINAAUM.
ACCESSIBLE PARI(ING SPACES SFV�LL BE
IDENIIFlED 6Y A SK;N SHOrVING THE
INTERNATIONAL SYMBOI OF IVCCESSI81lf1Y
COwIpLYING WITH ANSI 4.28.8. SIGNS Sf4Y.L
NOT � OBSCURED 9Y A VEHICIE PARKED
IN THE SPIICE. SEE DETNL MI-30.
� VAN ACCESSIBLE PARKING SPACE
rv— i c[� f NO SCALE
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NO SCALE
CURB TURNOUT
USER: w1bro
DON'T �i101E1� CA�
DIQ ������e�i�o��
BLIND � E� tr,��, e�� �c i�n.a ►o,
mmhalei, Inlett, vdve�. and marks mode upo�
nb gouna by ocn«') ANO ARE sPECUUnVE �N
NAIURE. 1HERE MAY ALSO BE OTHER EXISiN�IC
UNDERGROUND U11UilES FOR NiHK,H TFIERE IS NO
1-800-382-6644�� �E��• TME a��
c�u rau � �ocnnaNS o� sNO oosn�c ur�c�ou�o
1-800-428-6200� � µv ��� �8����ACTaR
f'OR CALLS OUTSIOE OF MOIANA �
MERIDIAN PENN PLAZA
DWG. TYPE FILE NUMBER SHEET:
J08 NUMBER C � O �
970343-20000