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2' RO
PLACE EXPANSION JOINT
AT BAqC OF CURB UNE
OR AT SIDEWALK LINE
2' ROLL CURB —' ���
MAX. RAMP SLOPE t"/FT.
RAMP
PAVEMENT
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4"
SECTIQN A—A
CANTRACIt N
JOIMT {TYP.
.v•�..��.�.:: ...
SECTION C—C
PLAN VIEW
SIDEWALK
_. i i.� v. � vaR.
s�QEw 4' Muv DTH OF RAMP
SECTION B—B
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
NOTE: WHERE STORM DRAINS CONFUCT WITH
RAMP, RAMPS SHALL 8E MOVED TO SIDE OF DRAIN.
TOPSOIL
10„
COMPACTED BACKFILL�
3"
►1 6"
3" —.
�— 4.5"
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� 17.5"
r
I LOW POINT
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3y COMPACTED
_ #53 STONE
I+--- 24�� --�J-COMPACTED SUBGRADE
CONCRETE ROLL CURB & GUTTER
(TYPE I)
NOT—TO—SCALE
sHOUOER �Sa�, S�o
OR SOD. AS FiEAUIREQ TO
►um.�+ oaslr+a
1'-0"
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PAVEMO
4'-0"
.. . - . p . • e .
LMNTS OF FULL UEPTH
y , e.
st+oui.oat secnoN
5'-0"
SIDEWA}.1C 4" THICK
C1 MA • /�Y
MATERIAL�ANULAR
50' R /W
-----�_`'� � s4vF't: ,�t , � �.
� °d a
TEMPORARY SEEDiNG SHALL BE DONE
IN ACCORDANCE WI1N SECTION 62t
OF I.D.O.H. SPECIFlCATIONS WITHIN
THE STREET RIGHT-OF-WAY.
. • --y.
BACKFlLL
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. - Ki.�.,
ALL WTS MADE iN OR UNOER ANY ROAD SURFACE SHALL � BAd�7LlED
YA7H GRANULAR IAATERIAL YNiERE A WT EITlIER TRANSVEI2SES OR PARN � n c
1HE ROAD SURFACE. GRANUWi BACKFiLL SHN.L BE PUCm IN 1HAT POfdTiON
OF SFIE CkJT. 1HE EN11RE IXCAVA7ED AREA WIIFI�J 1HE RIGHT—OF WAY.
MAlERdAL PLACEMENT AND COMPACTION SHALL C�NFORM TO
GENERAL ORDINANCE N0. 24, 1985, SECTION 28-328
BASE TO
UNDER CURB
30'-0"
. • e
5'— 0"
SIDEWALK 4"
SLOPE 1 /4' FT•
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��%�� �%�%�� �ou. �E a� curr�
COMPACTED �....--"'`��
SUBGRADE
TYPICAL STREET CROSS—SECTION
NOT-TO-SCALE
1` H.A.C. SURFACE �11 OR �12
3" H.A.C. BINDER �
5" COMPACTED STONE BASE �53
4" COMPACTED STONE SUB-BASE �2
C�MPACiED SUBGRADE
PAVEMENT COMPOSITIONS
NoT—ro—sca�
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oa soo. �s �wwr�n ro
MATCH EXISTING
� S" 7�PSON. SEED OR SOD AS REQUIRm
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CaMPACTED E/1RT}i BACiCFlLL
USM� MECHMqCAL COMP/tCt10N
EQUIPIAENT
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
NOT—TO-9CI1lE
RESIDENTIAL STREETS ONLY
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rx4 w000 ew►cEs
(2 PER POSI'}�
s�woe�c;s�
��'� I'��°i ,
Wl')OD POST
1�4' O iF#tU BOL15
e �� ,��, �,�
2"x8" WOOD RAILS
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4�x4'
GENERAL N01ES
Q ALL W000 POST AND SUPPORT MEMBERS �� To sECna+ eoo oF n� n�a,wa
SMALL 8E PAINIED MII7H 7W0 (2) COATS STAiE FNCHWAY � STANDARD
OF NNITE PAINT. SPEqFlCAilONS ANO iA'IEST ADDI7IQN OF
Q LOCA'ftON OF BARRICADE AS PER PLANS 1NaANA MANUAL OF UN�ORM 7R/1F'FlC
Q• REFLECTIVE SF�E11N(i 11D BE IN ACC�DANCE CaN1ROl DEVI(�S.
vnn+ is.F+.c. snwouia saEa�►nor� e�z�a Q wHO� n�e pROPOSm �s�ori oF n�
QQ » s� i.S.H.C. STANDARD DETOUR SICNS SHT. 3. srn�r is To eE o) �ss n�nN iwo (s)
YEARS USE THE SAMDBAOS ON P05i5
b) t,�tEAIER iNAN TWO (2) YEARS USE 1HE
GRWND POSiS.
STANDARD BARRICADE DETAIL
3" TOPSOIL
MATERIAI
BACK OF CURB
2'-0' MW. 4'-0" MIN.
c�,wEn uwNs
TOP SOIL ::• •:. � , ��. :� •.
�• z
.: � �
MIN. 4' ' AtIN. �'
+ *BACKFlLL � PREPARED �ADE �
Pr�rr uNE—
TYPICAL SIDEWALK SECTION
NOT-TO-SCALE
��
* 1HE SPACE BEHIND THE CURB SHALL BE FlLLED NATH SUITABLE MAlER1AL TO 7HE
REWIRED 0.EVAT10N AND C�IPACIED IN LAYERS NOT TO EXCEED 6' IN DEPTH.
Sl1BGRADE UNDER ALL CURB , SIDEWALK, ANO DRIVES SHALL BE COIAPACTID IN ACCORDANCE
WIiH SEC110N 207.02 OF 7HE STANDA� SPEqFlCAl10NS
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48�-0" BETWEEN E%PANSION JOINTS
CONCRETE SIDEWALK
NOT—TO—SCALE
`""10 0'
��«,�
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s�'��' :.�.. , . .,.
PAVEMENT BOTTOM OF WRB
Twwsva�sE ��s�ar ,a�1s rn�wsva� coHrn�cnoN .io�Ts
**'""# WHEN BUtLT IN CON.�JCT10N WITH CONCRETE PAVEMENT. EXPANSION
AND CONTRAC110N JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMEN7 SLABS. TNE CURB AND GUTTER
SHOULD BE TIED T� THE PAVEMENT BY 1/2' ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT 1NE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULQ BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRAC170N JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
4'-0"
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1'-0"
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SHEET N0.
oF 21 sH�rs
,ae No.18465