HomeMy WebLinkAbout006 Civil Details SIDEWALK BOULEVARD
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P uNE MIN GRAVEL BASEsheet 5 of s
THICK M-4000 CONCRETE
MAINTAIN OPER SECTION B C °m 9
SIDEYARD m N
SETBACK PER I E 01
ZONING 3,2 m
REGULATIONS
TRANSITION SECTION FROM o t
31 EXISTING CURB TO DROP CURB: m v
3'M 5'MAX. m12
r �.
(0 o c
EXPANSION JOINTS COMPLETELY C
5.4"(0.451 AROUND SIDEWALK SECTION UI L c
DRIVEWAY THROAT WIDTHT C v
24" 24'MAX. m
9
APRON POURED MONO
IleU 2 CURB a
,Y MONOLITHIC
UNLESS OTHERWISE APPROVED
a WUZR
, 3 4 .5" CONTRACTION JOINT
u�•m rrn,•mort O W �'�
EXPANSION JOINTS AT CURB RETURNS
12 1
7.5E i BACK OF CURB
�p• a SIDEWALK CONTRACTION JOINTS
SPACED AT 5'INTERVALS-MIN. FLOW LINE
CO- O O DEPTH 1". EXPANSION JOINT$
as a TO BE PLACED AT 25' � EDGE OF GUTTER
O O O O O O O O O O O O O O O INTERVALS.
v O O O O O O O O O O O O O O O
CRUSHED GRAVEL O O O 0 O O O 0 O O O O O O O 0 VARIABLE
BASE-3"MIN. O O O O O O O O "10 O O O O O O
co .0- 0 0 0 0 0 0 0 0 0 0 o 0 0 0 (5.5'TYP.)
CONTRACTION JOINTS SPACED
SUB-BASE COURSE AT 10'INTERVALS IN CURB
@GUTTER
AS REQUIRED
UIRED
COMPACTED SUBGRADE EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. W
ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. ^
GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB F-I
30 CUBIC YARD DUMPSTER W/ COVERED ROLL-OFF TOP 0.5"1.5" 3/4" R MATCH EXISTING SIDEWALK GRADE
SLOB 3/4"PER V SLOPE 1/2 PER 1 SLOPE
SIDEWALK DRIVEWAY
n
e9 9.5=•I 1' 5' TYP. (VARIES)CONSTRUCTION DUMPSTER DETAIL W 1/4" PER FOOT SLOPE STREET SURFACE
1 DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
Z
C3.0 SCALE:NTS s;
NOTES: •'0... :,0..
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPEDS.1996 ED.) W OO O•O O .O M
2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF J'AND
MINIMUM WIDTH OF+". O
3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOT MORE a WASHED ROCK
AND GUTTER. IN. 6"
THAN
300E INTERNALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB 3" MIN. THICK CURB & GUTTER
'
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR M-4000 CONCRETE
HIS REPRESENTATIVE.
4. CONCRETE SHALL BE CLASS MEET. • OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH
S.
CRUSHED GRAVEL BASE SHALL MEET THE REOUIREIAENTS OF SECTION 02235(M.P.W.SPECS.,2003 E0.)
DRYWELL 1 DIMENSIONS FOR CURB AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. SECTION A rT,
DRY WELL DIM. A DIM. B RIM ELEV. I ' 1 CURB AND GUTTER DETAIL
RESIDENTIAL DRIVE APPROACH DETAIL - COB DWG N0. 02529-11
NTS C3.0
1 2 FT. 5.5 FT. 4,690.31 C3A SCALE: SCALE:NTS
NOTES-
1. ALL COMPONENTS MANUFACTURED
a
PER ASTM C 478. �(
2. ALL DRYWELLS MUST BE
EQUIPPED WITH A LOCKABLE UD.
REFER TO TABLE FOR RIM ELEVATIONS 0
/-1
PROPOSED GRADE T
STANDARD NON-CURB INLET CASTING v
PLAN VIEW (INLAND FOUNDRY 772-4"FRAME AND GRATE COMPACTED GRAVEL AND §
ADJUSTING RINGS ASPHALT SUBGRADE 1(�71
WASHED ROCK
e OV
OD MIRAFI 140 FILTER FABRIC OR
SUPAC 4-5 OZ OR EQUAL
0 MANHOLE ® `
48' I.D. II� 1 Q �yl
WASHED DRAIN ROCK WITH 2%SLOPE
THE ~1 Iryl�J
MIN.VOID RATIO ENCIRCLING THE 4°THICK P.C.0 SIDEWALK
Ir�yl
DRY WELL FROM EXTERIOR WALL OF -
MANHOLE FOR ENTIRE DEPTH OF 4' r ,
BARREL SECTION. ROCK RADIUS MIN.3"OF 1"CRUSHED AGGREGATE BASE
VARIES PER DRY WELL.REFER TO
TABLE (DIMENSION B) ___ _ _______
COMPACTED SUB-GRADE 3"ASPHALT
A 8"THICK PRE CAST VASE 6"OF 1.5"MINUS CRUSHED BASE COURSE
WITH 36"DIA.OPENING r '
SIDEWALK WIDTH PER PLAN
48"I.D.SLOTTED BARREL SECTION NOTES: 8"OF 6"MINUS BASE GRAVEL
4 ROWS OF SLOTS LOCATED 0 90' 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN.
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AT 2%. COMPACTED sue-BASE ' `
LAYER OF WASHED DRAIN ROCK WITH 30%MIN.VOID RATIO BENEATH 3 CONCRETE SHALL BE 4000 PSI 0 28 DAYS
DRY WELL.CONTRACTOR TO EXCAVATE DOWN TO FREE-FLOWING NATIVE, . , . NOTES v
;
GRAVELLY STRATUM AND BACKFILL WITH WASHED DRAIN ROCK. 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS, EXPANSION JOINTS 1. CROSS-SECTION PER SITE GEOTECHNICAL REPORT. GEOTECHNICAL REPORT
CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF NATIVE GRAVELS ARE AT 20' INTERVALS. RECOMMENDATIONS SUPERSEDE ALL REFERENCES SHOWN ON CIVIL PLANS.
NOT FOUND WITHIN A DEPTH OF 12'.
Issue Date: 08/23/2022
�STORMWATER DRYWELL , J 1 TYPICAL SIDEWALK CROSS-SECTION / 6 1 TYPICAL PAVEMENT CROSS-SECTION
C3.0 SCALE: NTS a SCALE:NITS C3.0 SCALE:NITS
C3 . 0
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