HomeMy WebLinkAbout09 C2.1 - Civil Details 08-11-2020 / BLVD'
PROPERTY LINE--'y S/W
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END CURB
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INTEGRAL CURB & EXPANSION JOINTS
GUTTER 18" DIAMOND BLACK PANEL WITH 9 RED
�24"� REFLECTORS, B MIN. SIZE - NUMBER OF PANELS
5' TRANSITION SECTION FROM AS REQUIRED BY THE DIRECTOR OF PUBLIC
INSTALL EXPANSION
EXISTING CURB i TO DROP CURB: SERVICE
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JOINT IF DRIVEWAY ROADWAY
IS P.C.C. PAVEMENT EXPANSION JOINTS COMPLETELY 0 0z
AROUND SIDEWALK SECTION • • • • • • g
SEE SITE PLAN � 24"
DRIVEWAY THROAT WIDTH CURB & APRON POURED MONOLITHIC
26 UNLESS OTHERWISE APPROVED 2" PERFORATED SQUARE j
TUBE POST (TELSPAR OR
48"
A A MIN. APPROVED EQUAL)
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CONTRACTION JOINTS (TYP.) CONTRACTION JOINT ROADWAY GRADE
- SPACE AT 5' INTERVALS
IN SIDEWALK, 10' INTERVALS
IN APRON EXPANSION JOINTS AT CURB RETURNS �ONTAN
1�
BACK OF CURB cNPis G.
w SIGN POST FOUNDATION eu
SIDEWALK CONTRACTION JOINTS j AS PER C.O.B. STANDARD N.. en PE o_
SPACED AT 5' INTERVALS - MIN. FLOW LINEE DRAWING 09810-1 NSEa '
DEPTH 1". EXPANSION JOINTS ceq
TO BE PLACED AT 25' a EDGE OF GUTTER I�60" (TYP)�I
END CURB INTERVALS.
a VARIABLE
(5.5' TYP.) DRAWN BY: CGB
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EXPANSION JOINTS AT CONTRACTION JOINTS TO BEr:ll SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM, 0.08 REVIEWED BY: DAD
CURB RETURNS SPACED AT 10' INTERVALS IN INCH THICK, WITH ENGINEER GRADE REFLECTIVE SHEETING
h o_ CURB & GUTTER PROJECT ENGINEER:CCB
EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. DESIGNED BY:CGB
CURB & GUTTER ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. T� DETAIL
GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB U DEAD END BARRICADE
6" THICK M-4000 OR MATCH EXISTING SIDEWALK GRADE C.O.B. STD DETAIL 09810.2
PSI CONCRETE SIDEWALK DRIVEWAY
DRIVEWAY
A.C.C. DRIVEWAY APRON 1 *5' TYP 5.5' TYP
PAVEMENT) STREET SURFACE (VARIES)
1/4" PER FOOT SLOPE 1/4" PER SSLOPE STREET SURFACE /Ty
ACROSS SIDEWALK _ w w
zI — — — — —
J� � W
w
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�,/ MIN a WASHED ROCK
COMPACTED WASHED J° -.--_ _ 3" MIN. CURB & GUTTER
ROCK OR ROAD MIX - 1=III=III- MIN. 6' THICK ® H 00 F4
M-4000 CONCRETE
- 1 - 6"-MINUS UNCRUSHED � � W
COMPACTED SUBGRADE/// BASE COURSE-PIT RUN PER * OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH �y
PNLY-LNK O41 U
GEOTECH RECOMENDATION TANK SEAL A �1 �y
SECTION A-A IN ACCORDANCE W/MPW 2234 \DETAIL %
1 DETAIL cxx NON-RESIDENTIAL DRIVEWAY APPROACH oo x1 00 4° PVC DWV °29' W [®1
C.O.B. STD DETAIL 02529-12 a HAUNCH FOR VENTjx
PARTITION
(�1 NON-RESIDENTIAL DRIVEWAY APPROACH (TYP) WALL
C.O.B. STD DETAIL 02529-13 EQ.
POLY-LOK
3.00' W / \ TANK SEA6.00, I + 0.33' +POLY-LOK SL
TANK SEAL \� //
24' DIA. ACCESS W/ 1
CONC. GRADE RINGS, EQ.
CAST IRON FRAME &
POLY-LNK COVER
TANK SEAL
0.50, WALL(T'l.) - -
12.00'
TOP VIEW
A_ IONSEALIIT
GRADE JOINTS (TYP.)
RINGS 11 C
o.54' T 24OPENINGSS Fl7k, TOP ' 24OPENINGSS
0.79' t O 1.04' w
0.92'
T As "
T 0.33' AIR � � " �
3.67' 1.00'x1.00' GAP ABOVE 4.46' 3.42' a (~
4"PIPE HAUNCH 2.75' PARTITION
3.67' 4" PIPE �
WALL '
N
3.59' °a (TYP.) LIQUID TCL
LEVEL 3.34'
6"PIPE 1.38' 6" PIPE
ra W
INLET OUTLET
0.67' ® 6 � op
BASE' as (�
SECTION VIEW = F
DETAIL
c2t 1.000 GALLON GREASE INTERCEPTOR-TRAFFIC RATED NTS SHEET
C2.1
TORN PUMP 6 LOUNGE
7 CIVIL DETAILS
PROJECT:18-117
DATE:08/11/20