HomeMy WebLinkAbout3.0 C3.0 Details 2020.08.19 SIDEWALK BOULEVARD
ROLLOVER CURB PER DETAIL 7/C3.0 ROLLOVER CURB PER DETAIL 7/C3.0
28.2'PAVEMENT WIDTH VARIES-
--.5'TYP—
1.5%SLOPE ——— PROPERTY
_ NE 3"MIN GRAVEL BASE
POND WIDTH VARIES -------- ____________ _ I 4"THICK M-4000 CONCRETE Sheet 5 Of 5
COMPACTED SUBGRADE 3 ASPHALT MAINTAIN SECTION B
WOVEN GEOTEXTILE(MIRAFI "MINUS GRANULAR FILL PROPER
500%OR APPROVED EQUAL) 6"MINUS BASE GRAVEL SIDEYARD m E
TOP OF POND:PER PLAN(C2.1) INSTALL R COMMENDATIONCHNICAL SETBACK PER
ENGINEERS RECOMMENDATION ZONING
q, DEPTH VARIES: 1.5'MAX POND DEPTH REGULATIONS TRANSITION SECTION FROM c
Aw.. &MAX WATER STORAGE DEPTH SVOQE ASPHALT CROSS-SECTION I 3 M EXISTING CURB TO DROP CURB: �' a L
`S<OA ,Mp'F C3.0 SCALE:NTS 7
V. FINISH GRADE WITH 6" • `
TOPSOIL AND SEED TJ
In m
BOTTOM OF POND I
C � o
-----EXPANSION
JOINTS MWND SIDEW SECTIOON 0)9 N H
APPROXIMATELY DRIVEWAY THROAT WIDTH
3.-4. O O O �,\ 24'MA%. m L
OVER-EXCAVATE BOTTOM OF RETENTION PONDS DOWN
TO NATIVE GRAVEL LAYER(APPROXIMATELY 3'-4'BELOW C
EXISTING GRADE)AND BACKFILL WITH WELL DRAINING CURB&APRON POURED MONOLITHIC
GRAVEL 2%SLOPE AWAY FROM BUILDING UNLESS OTHERWISE APPROVED
BOTTOM WIDTH PER PLAN ESTIMATED SEASONAL HIGH GW I W o a
ELEVATION IS AT THE TOP OF 6'THICK REINFORCED P.C.0 SIDEWALK
CONTRACTION JOINT
p p THE NATIVE GRAVEL LAYER 4 V m
a
MIN.4"OF'I"CRUSHED AGGREGATE BASE-COMPACTED EXPANSION JOINTS AT CURB RETURNS
1
O\MC.�TE/D SIB-GRADE y� y'
( /�/����/��I �/1 - :' :�'XX,✓XX�✓XX✓;;;;, y;;;;,y;;;� y;;;�,' SIDEWALK CONTRACTION JOINTS j I BACK OF CURB
V_^ DEPTH SPACED1°.T EXPANSIONINTERVALS
JOINTSMIN.
FLOW ONE
N TO BE PLACED AT 25' I EDGE OF GUTTER
NATIVE GRAVEL LAYER NOTES: INTERVALS, p
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 6" VARIABLE
MIN. WITH APPROVED REINFORCEMENT. SIDEWALKS CAN a I (5.5'TYP.)
� BE 4" THICK WHERE NOT SUBJECT TO VEHICULAR TRAVEL CONTRACTION JOINTS TO BE SPACED
/ 1 RETENTION POND SECTION 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND AT 10'INTERVALS IN CURB&GUTTER
ll
C3.0 BUILDINGS AT 2%.
SCALE:TUTS 3. CONCRETE SHALL BE 4,000 PSI 0 28 DAYS.
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS, EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE—FORMED BITUMINOUS TREATED FIBERBOARD FILLER.
EXPANSION JOINTS AT 20' INTERVALS. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. W
GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB
R MATCH EXISTING SIDEWALK GRADE T--1
/ l SIDEWALK CROSS-SECTION SIDEWALK DRIVEWAY
5.5' TYP.
C3.0 SCALE:NTS 1 5 (VARIES)
1/4" PER FOOT SLOPE STREET SURFACE
w
z
J
W0.0.0...'.0
IL
0
w WASHED ROCK
o_ CURB & GUTTER
3" MIN. IN. 6"THICK
M-4000 CONCRETE
* OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH
SECTION A W
4 DRIVE APPROACH DETAIL
C3.O SCALE:TUTS
a
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12" O o
30 CUBIC YARD DUMPSTER W/ COVERED ROLL-OFF TOP /2"R O
5 CONSTRUCTION DUMSPTER DETAIL 8 V A
C3.0 SCALE:NTS WW
u? TOP n r ` n�
SOIL __ v S.
9 1DEPRESS CURB TO THIS
BACK OF CURBLINE FOR CURB DROP h I
/AVJ--
14
FLOWLINE
EXPANSION JOINT O O O O O O
CRUSHED GRAVEL 000000000000000000000000000000000000
6.
O O O O O O O O O O O O O O O O
BASE 3"MIN 0000 oo'o'00000' ' 000000000000000000000
5'SIDEWALK o 0 0 0 0 0 0000 0 0 0 0 0 0 0
41FCO STYLES(SOLID COVER)TRENCH GRATING
A WITH STYLE B FRAME, D& L FOUNDRY"J SERIES"
WITH SOLID, BOLT DOWN COVERS, (OR APPROVED EQUAL) SUBS BASE GORSE
4"SIDEWALK W 2 1/
2" AS REQUIRED
10' 6,. h 6.,
EXPANSION JOINT COMPACTED SUBGRADE
NOTES:
DROP 6"
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS., 1996 ED.)
CONCRETE CHANNEL I CURB BASE COURSE 2. CONTRACTION JOINS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4"AND
EJ HEAD MINIMUM WIDTH OF 1/8".
IFCO STYLES(SOLID 3. 1/2"EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S. CURB RETURNS AND AT NOT MORE THAN
.......................................
.........................
COVER)TRENCH GRATING EXPANSION ''' ''''''' 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.
WITH STYLE B FRAME,D JOINS 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS
&L FOUNDRY"J COVERS MUST BOLT DOWN TO FRAME REPRESENTATIVE.
SERIES" WITH SOLID, NORMAL CONCRETE GUTTER LINE 4"MIN. CONCRETE SHALL BE M-4000 5. CONCRETE SHALL BE CLASS M-4000.
BOLT DOWN COVERS,(OR PLAN VIEW - N.T.S. (OUTLET CHASE ONLY) SECTION VIEW - N.T.S. 6 ANDCRUSHED GRAVEL BASE SHALL GUTTER REPLACEMENT PROJECTS,SEEr TWASHEDHE DIROCKNTS OF MAY BESUSEIDNFOR235 THE(MPW GRAVEL SPECS, ED.) FOR CURB Issue Date: 08/19/2020
APPROVED EQUAL)
7 CURB CHASE DETAIL ROLLOVER CURB DETAIL C3mO
C3.0 SCALE:NTS
C3.0 SCALE:NTS COB DETAIL 02529-14
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