HomeMy WebLinkAboutSht C2.0 - Civil Details 06-03-20 0
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5.4" (0.45') 'm
24" 3
9"
2" DEPRESS CURB TO THIS LINE TOOLED JOINT(1" DEEP)
FOR CURB DROP.
6" THICK, M-4,000 PSI REINFORCED CONCRETE SIDEWALK AND
4^ TOPSOIL° 3•R 45SPILL CURB PORTLAND CEMENT CONCRETE. #4 1/4" CURB BROOM FINISH 3
L ^ 018" O.C. EACH WAY
4" THICK P.C.C. w(TYP.) 4^R CATCH CURB SIDEWALK 4"
SEE SITE PLAN
S = 3 4":1 + 1 6" THICK, 1 1/2" CRUSHED �,
Vz's�aPe 1.5" 1 ROCK BASE COURSE IN z F
12^ IIIIIII ` �� ACCORDANCE W/MPW 2235 c�
2^T w
6 7.5" r 9" THICK, 6"-MINUS
II III COMPACTED CRUSHED �, 3" COMPACTED o
°d ROCK BASE
° . UNCRUSHED SUB-BASE CRUSHED
III III a` a - COURSE IN ACCORDANCE ROCK BASE 5
=1 W/ MPW 2234 III III III IIII III III h COMPACTED SUBGRADE w
II ° O O O O III - � � = COMPACTED SUBGRADE
III-IIIIIII 1=IHII III III III III
O O O O 0 O 0 O O O O 0 0 0 0 0 0
O O -� IIIIII IIII III III III III-III=1 NOTE;
CRUSHED GRAVEL n0000000000000000000000 -"-COMPACTED SUBGRADE 1=III=IINII=III=III=III=III-III=
BASE - 3" MIN. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETAIL REFER TO LANDSCAPE PLAN(A-002)FOR JOINT LAYOUT O
cx o SUB BASE COURSE REINFORCED CONCRETE SLAB NOTES: TOOLED CONTROL JOINT DETAIL
AS REQUIRED 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. �ONTAV
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS
COMPACTED SUBGRADE IIIIIIIIIIIIH IIII. SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE- 2% CHRIS G.
- 3. CONCRETE SHALL BE 4,000 PSI ®28 DAYS. e00 l
-- -- 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS ".10825 RE
NOTES: 3" ASPHALT CONCRETE 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS "
6" THICK, 1"-MINUS S•oEAsca '
1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS) CRUSHED ROCK LEVELING COURSE �3�DETAIL
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" 12" THICK, 6"-MINUS UNCRUSHED Cso CONCRETE SIDEWALK DRAWN BY: CGB
AND MINIMUM WIDTH OF 1/8". ASE COURSE-PIT RUN N.T.S.
_ IN ACCORDANCE W/MPW 2234 REVIEWED BY:JLS
3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT ii ii_=_i_iii-_iiilll Illllll ii STABLE SUBGRADE
MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE WOVEN GEOTEXTILE FABRIC PROJECT ENGINEER:CGB
CURB AND GUTTER. MIRAFI 60OX OR APPROVED EQUAL DESIGNED BY:CGB
SEE NOTE 5 BELOW FOR UNSTABLE SUBGRADE
4. CONCRETE SHALL BE CLASS M-4000.
NOTES: OMPACTED SUBGRADE
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS). 1. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT AND
CONFORM TO ALL REQUIREMENTS OUTLINED IN REPORT.
2. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA 00
1 DETAII, PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) UNLESS &
OTHERWISE STATED. v�
�NMV INTEGRAL CONCRETE CURB&GUTTER F.
C.O.B. STD. DWG. NO. 02528-1 N.T.S. 3. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF Cn
95%OF MARSHALL LABORATORY DENSITY.
4. BASE COURSE & SUBGRADE SHALL BE COMPACTED TO 95%PER
ASTM D-698.
5. FOR UNSTABLE SUBGRADE ADD TENSAR TX 190L TRIAXIAL O
GEOGRID TO 8 OZ. NON-WOVEN GEOTEXTILE FABRIC
12' 12' b
4 DETAIL
C2B TYPICAL ON-SITE PAVEMENT SECTION(PRIVATE)
N.T.S.
2-6' WIDE I-y
GATE b pQ
CEDAR FENCE `,/
BOARDS
12 PROPOSED 2X4 CEDAR
FINISH
SURFACE\ NAILER/BACKER ® t-
\\ N
X 5" SMOOTH ROD M
CENTERED IN OPENINGSTORM SEWER SEWER PIPE. YJaC� aU I = 4X4 P.T. POSTS(TYP.) M
RAILING INLET CASTING - N
SEE CIVIL DESIGN FOR
NEENAH R-3067, EJIW 7030, - M
DEETER 2047L OR D&L I-3517 SIZE AND ALIGNMENT J 8'-0" O.C., TYP�A�
GRADE RINGS) TYPE "A^ SLOPING, BENCHING OR PLAN VIEW
SUPPORT SYSTEMS IN
TRENCH BACKFILL c THIS AREA TO I 2X4 CEDAR
CORNER - CONFORM TO 40SHA NAILER BACKER
POST TOP BRACE CHAIN LINK 6" WALLS REGULATIONS /
RAIL POST #4 BARS ®12" ` -
FABRIC CENTERS MAX. 36"
SPACED EQUALLY ~T -CEDAR FENCE
•,. 24 _ _ SELECT TYPE I BEDDING I � BOARDS b
MATERIAL PLACED
_ IN 6" LAYERS AND N
COMPACTED AS
4" -_ -0 SPECIFIED IN MPWSS W
-- 4" 0' H n
CONTRACTOR.TO -� --- TYPE I PIPE BEDDING
9" SUMP GROUT OPENING. SPECIFIED
IN 6"MAX. LAYERS 2X4 CEDAR II �
6• PIPE O.D.FFY AND COMPACTED AS NAILER/BACKER 0
6p, .e.: NOBS: SPECIFIED IN MPWSS O ^
.a
1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM C-478. TRENCH WIDTH=O.D. COMPACTED � O< > _jo. N
OF PIPE PLUS 2' SUBGRADE
2. WATERTIGHT JOINTS REQUIRED. MIN. TRENCH WIDTH=3.5 - ,I = IN O
3. REINFORCEMENT#4 0 12" CENTER TO CENTER EACH WAY CENTERED MAINTAIN 6" CLRNCE [J I U O 0
IN WALL �._ _ FROM BOTTOM OF L El">' (,,
2' BOARDS TO GROUND - N -1)
*SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION
, - �I 00
BOTTOM SELF 4 DETAIL 1'DIA.CONCRETE
RAIL NOTE: SUPPORTED CM STANDARD SQUARE STORM DRAIN INLET
FENCE N.T.S. 3"
1. CONTRACTOR MAY USE ROLL OFF �1 DETAIL (TYP.>
CONTAINER AT HIS DISCRETION. czo TYPICAL TRENCH DETAIL ELEVATION VIEW =
DETAIL N.T.S. SHEET
MV CONSTRUCTION TRASH ENCLOSURE&MATERIAL STORAGE AREA 6 DETAIL C2.0
N.T.S. C2A TYPICAL 4-FOOT CEDAR FENCE COLLINS APTS
N.T.S.
CIVIL DETAILS
PROJECT:19-116
DATE:01/14/20