HomeMy WebLinkAboutB12-32 C6 (2) N'T 9 N9*
NOTES:
= KYLE L
SC
1 13PE �
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS.,
SIDEWALK VARIES 5'-0" 1 VARIES 2. 1996 CONTRACTION
RACCTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF
3/4" AND MINIMUM WIDTH OF 1/8".
3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.s, P.T.s, CURB RETURNS AND AT
N 12H-1V N 12H:1V NOT MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL
11 MAX. 11 MAX. DEPTH OF THE CURB AND GUTTER.
4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT FINAL FORM INSPECTION BY THE ENGINEER OR
HIS REPRESENTATIVE,
5. CONCRETE SHALL BE CLASS M-4000.
6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W SPECS, 2003
EDITION.) FOR CURB AND GUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE
BACK OF CURB GRAVEL BASE. y T
24" O
FLOW LINE OF CURB
HANDICAP RAMP f'• a a a
0 0 0
RECORD DRAWINGS TOPSOIL
APPROVED (TYP.) " 5.4" (0.45') v
NAME TITLE DATE ✓� a f�3/4" PER 1' SLOPE
K K K
\ U U U
. U U N
�[� THOMAS,DEAN&HOSKINS,INC. w w E«a
TD 8c�� N
����,�[{{.\\..\\l\\ ENGINEERING CONSULTANTS \
e GREAT FALLS- 11NAN-KALISPELL MONTANA // I� m F o d
1 SPOKANE WASHINOTON 99 I
\ 0 Z
LEMSTON IDAHO
\�/\
0-0-0-0-0-0-0-0 O a 0-0-0-0 O O O O C
EXPANSION CRUSHED GRAVEL D0000000000000000000000000000000000c
JOINT WIDTH, SEE BASE — 3" MIN. O O O O O O O O O O O O O O O O 0
\
PLANS O O O O O O O O O O O O O O O O O C REINFORCE CONCRETE IN RAMPS WITH o o � � — w
1.00' FIBERMESH AT A RATE 1.5LBS/CY OR WITH = =
SUB-BASE COURSE •L
TYP. 6X6X10 GAUGE WIRE MESH, RAMPS TO BE
AS REQUIRED o 0 0 0 0 0 0 0 0 0 0 0 0
CONSTRUCTED WITH DETECTIBLE WARNING �
U) /SURFACE MEETING ADA REQUIREMENTS
m
d DOWEL WITH 24" NO.5 CURB AND
COMPACTED SUBGRADE \ \\/�\\/�\\ •= LLmo
REB AR, 3" INTO BACK OF � MAXIMUM GUTTER \\\\ \ �/\ \\�\\�\j�\j�\\� LLI Why
CURB, 3" CLEAR SLOPE
03
N - -
_ \ n
� DRAWN BY: MRM,KLS
Ln TRANSITION AREA
�2 (12" TYP) f 3/4" PER 1' SLOPE 3/4" PER 1' SLOPE DESIGNED BY: MRM,KLS
O FULL HEIGHT FLOW LINE OF 6 DATE QUALAUGUST
CHECK: DJC
AUGUST 2012
N DROP CURB CURB GUTTER 9.5..
9.5" JOB NO. 612-032
-- -- FIELDBOOK
SIDEWALK WITH
BOULEVARD RAMP LOW PROFILE CURB DROP CURB FOR PEDESTRIAN RAMPS
4" THICK
U CONCRETE SIDEWALK
PER MPWSS
I? 1/2" PER 1' SLOPE
N 4" OF 1.5" MINUS
p� BASE COURSE GRAVEL
r COMPACT TO 95% ASTM D698
GO
CD
Z
WIDTH SEE PLANS
Q SPILL CURB N
uu
r) PEDESTRIAN RAMP AND SIDEWALK DETAIL 1 INTEGRAL CONCRETE CURB & GUTTER 2 cn
ry
o C6 C6 = z
0 as
I LU
N Z N
I
O J
O � Q
o < Q W
42 o
c�1 I N
(D I 0
`n H m
� I �
a N O
I
I
VARIES SEE DETAIL(
0 E
(D
REMOVE EXISTING FIRE HYDRANT,
3"ASPHALTIC CONCRETE INSTALL 6" 45' BEND, 4.2 LF 6"
p SURFACE COURSE D.I. PIPE AND NEW 11.0' BURY FIRE
HYDRANT ASSEMBLY IN NEW PARKING
MIRAFI 50OX 6" CRUSHED GRAVEL BASE ISLAND. BURY ELEVATION = 4637,75
N GEOTEXTILE OR EXISTING COURSE (1-1/2" MINUS)
co EQUIVALENT GROUND
O 12" GRAVEL SUBBASE (4" MINUS)
N
m HYDRANT EXTENSION DETAIL 4 0 10' 20'
TYPICAL PARKING LOT SECTION 3 C6 S C A L EI
C6
B12-32 C6.DWG
SHEET C6