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1-1/2" DIA. GALV.
STEEL PIPE HANDRAIL m
TYP. EA. SIDE OF STAIRS 12 z
4"R ® ALL 1 BLVD' a
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BENDS TYP. S/W
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VARIES INTEGRAL CURB &
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GUTTER EXPANSION JOINTSLL
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- INSTALL EXPANSION
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JOINT IF DRIVEWAY a
MAXLANDIS OPE 2% IS P.C.C. PAVEMENT
(TYP) w
LANDING
FRAME AND COVER 2% MAX RAMP MAX SEE SITE PLAN
SLOPE (TYP)-,. SLOPE = 1,12 z
(DIAMETER VARIES) —
N.T.S. - J FIBERGLASS SEPARATION CENTER OF CDS STRUCTURE, -- III ' '�- ��-
CYLINDER AND INLET -III=u=III= .III=III=III Ni4
SCREEN AND SUMP OPENING II11111=III-II \ III=III=III=1_ A A M,O Nq
`III=III-III=III-I„
=III=III=III=I1= -i III=III=III-III=III CONTRACTION JOINTS TYP. refs c.
(TYP-) DESK
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= = = o.B1�0825I PE
- - 4" MIN CONC. RAMP OVER IN SIDEWALK, 10' INTERVALS "
IN APRON
A 4" COMPACTED GRAVEL. ASEo
6" MIN.
COMPACTED SUBGRADE
�'F EMBED TYP.
/ y DRAWN BY: COB
X N REVIEWED BY: BLB
// 2 DETAIL END CURB PROJECT ENGINEER:/ CGB
DESIGNED BY: CGB cx� ADA CONCRETE RAMP WITH WULING Y
NTS a
EXPANSION JOINTS AT
Wo CURB RETURNS
PVC HYDRAULIC n. CURB & GUTTER
SHEAR PLATE
60" I.D. MANHOLE
STRUCTURE 6" THICK 000
+/-65• PSI CONCRETE
MAX. DRIVEWAY 6kk�'gd�1
5' TRANSITION SECTION FROM A.C.C. DRIVEWAY APRON
EXISTING CURB+TO DROP CURB: PAVEMENT) 1/4" PER FOOT SLOPE STREET SURFACE
PLAN VIEW B-B
ACROSS SIDEWALK
N.T.S. EXPANSION JOINTS COMPLETELY
AROUND SIDEWALK SECTION
CONTRACTOR TO GROUT
TO FINISHED GRADE MAX THROAT WIDTH
COMPACTED WASHED
GRADE35' COMMERCIAL CURB & APRON POURED MONOLITHIC
RINGS/RISERS v//A<xX,x/�A' 40' INDUSTRIAL UNLESS OTHERWISE APPROVED ROCK OR ROAD MIX �I� ��fJt-IL�fJ �HII W
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— 6"-MINUS UNCRUSHED �I
COMPACTED SUBGRADE BASE COURSE-PIT RUN PER
GEOTECH RECOMENDATION a
FIBERGLASS SEPARATION e SECTION A—A IN ACCORDANCE W/MPW 2234 ® b
CYLINDER AND INLET CONTRACTION JOINT 1�-I
3 DETAIL C,
EXPANSION JOINTS AT CURB RETURNS C2.1 NON-RESIDENTIAL DRIVEWAY APPROACH
�a 1' C.O.B. STD DETAIL 02529-13
INLET PIPE N > Z BACK OF CURB
B (MULTIPLE INLET SIDEWALK CONTRACTION JOINTS
B
PIPES MAY BE OUTLET PIPE SPACED AT 5' INTERVALS - MIN. FLOW LINE STORM SEWER
b DEPTH 1 EXPANSION JOINTS
ACCOMMODATED) (NO OUTLET PIPE TO BE PLACED AT 25' �' O O O PIPE
a N NORTH BASIN o EDGE OF GUTTER O O O
INTERVALS.
d VARIABLE
O O O
__ CONTRACTION JOINTS TO BE 2X PIPE O O O
SPACED AT 10' INTERVALS IN t DIAMETER
CURB & GUTTER
O O O
°i EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. FLARED END
PERMANENT POOL ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.ELEV. TRANSITIONAL
1 GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB SECTION 4 CD
j OR MATCH EXISTING SIDEWALK GRADE
HAND PLACE RIP RAP TO H
OIL BAFFLE N SIDEWALK I DRIVEWAY ENSURE UN-RESTRICTED
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SKIRT I 1 -7II— *5' TYP 5.5' TYP�{ DISCHARGE FROM PIPE OUTLET o--i w
00
(VARIES) 1 4 c�/]
I I 1/4' PER FOOT_SLOPE STREET SURFACE F� ^ v1
�I 1'-9" [533]I� _ 5,� E-I00
SEPARATION ° .o o " —III III—III ad
o w o ao 0 0•' RIP RAP OUTLET WITH 6"-8" III—III—III—III I� 1� �y
SCREEN a ROUND ROCK, A MIN OF A
12" DEEP OVER WOVEN STORM SEWER
W ..
WASHED ROCK 4 N
PVC HYDRAULIC _ a CURB & GUTTER GEOTEXTILE FABRIC. OUTLET PIPING �p
SHEAR PLATE 3" IN. MIN. 6" THICK O
M-4000 CONCRETE O` O o
O O O ® O
* OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH �Ykn
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SOLIDS
STORAGE SUMP o p� N
DETAIL WI
ELEVATION A-A /�,��\ 7�I LENGTH-TWICE THE �I
N.T.S. p� 3T MINIMUM DH OF E
NON-RESIDENTIAL DRIVEWAY APPROACH
C.O.B. STD DETAIL 02529-132 r
I DETAEL
�•1 CDS STORMWATER TREATMENT MANHOLE 2025-5-C (5DETAIL SHEET
(future phase-for reference only) ml STORM PIPE OUTLET EROSION CONTROL C2.1
N.T.S. N.T.S.
T&C FOODS
CIVIL DETAILS
PROJECT:18-121
i
DATE:04-30-19