HomeMy WebLinkAboutSht C2.0 - Civil Details 02-15-20 of
TOOLED JOINT(1" DEEP)
5.4" (0.45') 1/4" CURBRETE BROOMDEWALK FINISH AND 'm
24" 4" THICK P.C.C.
9" r771
SIDEWALK IF-
2"
DEPRESS CURB TO THIS LINE }1�
FOR CURB DROP.
6" THICK, M-4,000 PSI REINFORCED
4^ TOPSOIL 3"R SPILL CURB
PORTLAND CEMENT CONCRETE. #4
3" COMPACTED CRUSHED
018" O.C. EACH WAY CRUSHED
L(TYP.) � 4^R CATCH CURB 71 4.5" ROCK BASE 3" COMPACTED
S = 3 4 1' + 1 6" THICK, 1 1/2" CRUSHED ROCK BASE
1/2'ZPE 1.5" 1 ROCK BASE COURSE IN -III -III III III III II 11=I1-1 COMPACTED SUBGRADE z
12^ IIIIIII a ACCORDANCE W/MPW 2235 III III III=III III III III=11- COMPACTED SUBGRADE o
III- �, � ° a a°
2" IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�III= NOTE;
II III 6" REFER TO LANDSCAPE PLAN(A-002)FOR JOINT LAYOUT
III= °�9" 7.5 9" THICK, 6"-MINUS
44 ° UNCRUSHED SUB-BA SE_ COURSEIN ACCORDANCE EII I I TOOLED CONTROL JOINT DETAILI
07 O O O W/ MPW 2234 NOTES,
O O O O O O O O O O O O O O -III=III=III=1I 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN.
O O O O O O O O O O O O O O 0 -"-COMPACTED SUBGRADE 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS
CRUSHED GRAVEL O O O O O O O O O O O O O O O O SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE - 29 O
BASE - 3" MIN. ,000000000000000000000000000000 3. CONCRETE SHALL BE 4,000 PSI ®28 DAYS. z
�DETAIL 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS
C2o REINFORCED CONCRETE SLAB SUB BASE COURSE 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS
�ONTq Nq
AS REQUIRED > , , , , _ .,.,., _ 3 DETAII.
COMPACTED SUBGRADE IIIII IIIII �p CONCRETE';SIDEWALK cNPis c.
- - - - - -i N.T.S. e10825
No. 0825 PE
NOTES: 3" ASPHALT CONCRETE PROPOSED "
6" THICK, 1"-MINUS FINISH S/�cegsca '
1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS) CRUSHED ROCK LEVELING COURSE SURFACE
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" 12" THICK, 6"-MINUS UNCRUSHED ,� 77F _ DRAWN BY: CGB
AND MINIMUM WIDTH OF 1/8". � ASE COURSE-PIT RUN ° = �' II 1I
IN ACCORDANCE W/MPW 2234 ° 24" PVC ACCESS RISER 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- - II-fLiEfL � ( AND BOLT DOWN
Ilii Iiii-iii iii-ii-ii STABLE SUBGRADE FIBERGLASS LIDS PROJECT ENGINEER:CGB
MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE WOVEN GEOTEXTILE FABRIC RIM 4718.5
CURB AND GUTTER. MIRAFI 60OX OR APPROVED EQUAL SLOPING, BENCHING OR DESIGNED BY:CGB
SEE NOTE 5 BELOW FOR UNSTABLE SUBGRADE TYPE "A" AM SUPPORT SYSTEMS IN
4. CONCRETE SHALL BE CLASS M-4000. NOTES: OMPACTED SUBGRADE TRENCH BACKFILL THIS AREA TO FINISH GRADE
CONFORM TO+OSHA 4718.5f
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS). 1. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT AND REGULATIONS
CONFORM TO ALL REQUIREMENTS OUTLINED IN REPORT. y '- 24'-O" �r
9" TOPSOIL
2. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA 00
E DETAII, PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) UNLESS 6" SELECT TYPE I BEDDING
OTHERWISE STATED. MATERIAL PLACED ., .-I 12'-0"
CMA INTEGRAL CONCRETE CURB&GUTTER IN 6" LAYERS AND 18^ CORRUGATED F-
C.O.B. STD. DWG. NO. 02528-1 N.T.S. 3. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 4^ 0 COMPACTED ASi€-:r'-II II PIPE TEE
95%OF MARSHALL LABORATORY DENSITY. _ - SPECIFIED IN MPWSS
TYPE I PIPE BEDDING VARIES
4. BASE COURSE & SUBGRADE SHALL BE COMPACTED TO 95%PER -� PLACED IN 6"MAX. LAYERS
ASTM D-698. -
AND COMPACTED AS
PECIFlED IN MPWSS
_ -
5. FOR UNSTABLE SUBGRADE ADD TENSAR TX 190L TRIAXIAL
GEOGRID TO 8 OZ. NON-WOVEN GEOTEXTILE FABRIC 12-0
12' 12' TRENCH WIDTH-O.D. COMPACTED CORRUGATED &
OF PIPE PLUS 2' SUBGRADE PERFORATED PIPE
4 DETAIL MIN. TRENCH WIDTH=3.5' INVERT: SEE GRADING PLAN
C2A TYPICAL ON-SITE PAVEMENT SECTION(PRIVATE) CONTECH C-40 OR C-45
N.T.S. NON-WOVEN GEOTEXTILE
*SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION FREE DRAINING ANGULAR �+
2-6' WIDE WASHED STONE " W
GATE MIN. PARTICLE SIZE.
hp ✓I
INSTALL FREE DRAINING ROCK FROM BOTTOM V
5 DETAIL OF GRANULAR BEDDING MATERIAL TO 12" INTO 1
C2A TYPICAL TRENCH DETAIL EXT'G GRAVEL LAYER. GEOTECHNICAL 1 1�
12 ENGINEER SHALL BE ON-SITE DURING
N.T.S. EXCAVATION TO VERIFY FREE DRAINING
GRAVEL MATERIAL DEPTH. N
X 5" SMOOTH ROD M
CENTERED IN OPENING
FOUNDATION/BEDDING PREPARATION
INLET CASTING STORM SEWER PIPE. M
RAILING NEENAH R-3067, EJIW 7030, SEE CIVIL DESIGN FOR 1. PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND M
DEETER 2047L OR D&L 1-3517 SIZE AND ALIGNMENT STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED
DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL
iA GRADE RING(S) MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE,
THE 4 INCHES OF A WELL-GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING.
CORNER
POST TOP BRACE 6" WALLS BACKFILL
RAIL POST CHAIN LINK #4 BARS 0 12"
FABRIC 1. THE BACKFILL MATERIAL SHALL BE FREE-DRAINING ANGULAR WASHED STONE 3 4" - 2"
CENTERS MAX. 36" /
SPACED EQUALLY 24. PARTICLE SIZE. MATERIAL SHALL BE PLACED IN 8"-10" MAXIMUM LIFTS. MATERIAL SHALL BE
WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL- SLICING, RODDING, AIR-TAMPER, 0-4
VIBRATORY ROD, OR OTHER EFFECTIVE METHODS COMPACTION IS CONSIDERED ADEQUATE WHEN C
NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR, OR UNDER
FOOT, AND THE PROJECT ENGINEER OR HIS REPRESENTATIVE IS SATISFIED WITH THE LEVEL OF N
COMPACTION. INADEQUATE COMPACTION CAN LEAD TO EXCESSIVE DEFLECTIONS WITHIN THE oty W oo
SYSTEM AND SETTLEMENT OF THE SOILS OVER THE SYSTEM. BACKFILL SHALL BE PLACED SUCH
CONTRACTOR TO THAT THERE IS NO MORE THAN A TWO-LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY PIPE IN c
GROUT OPENING. THE SYSTEM AT ALL TIMES DURING THE BACKFILL PROCESS. BACKFILL SHALL BE ADVANCED
9" SUMP PIPE O.D.+3" ALONG THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON ~ H
6 6"->•. NOTES: ANY PIPES IN THE SYSTEM. U
1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM C-478. 2. EQUIPMENT USED TO PLACE AND COMPACT THE BACKFILL SHALL BE OF A SIZE AND TYPE SO AS a
NOT TO DISTORT, DAMAGE, OR DISPLACE THE PIPE. ATTENTION MUST BE GIVEN TO PROVIDING
2. WATERTIGHT JOINTS REQUIRED. ADEQUATE MINIMUM COVER FOR SUCH EQUIPMENT, AND MAINTAINING BALANCED LOADING ON ALL
PIPES IN THE SYSTEM, DURING ALL SUCH OPERATIONS. _ 1 U N C
3. REINFORCEMENT #4 ®12" CENTER TO CENTER EACH WAY CENTERED
IN WALL 3. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC ® H 00
mi"> CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL FOR MATERIAL REQUIRED. -
4 DETAII, 0100
BOTTOM 4. UTILIZE A 30-MIL HDPE LINER THAT IS PROTECTED BY AN 8-OZ. NON-WOVEN GEOTEXTILE WHEN d
RAIL SELF C2.0 STANDARD SQUARE STORM DRAIN INLET EXPOSED TO ANGULAR MATERIAL.
NOTE: SUPPORTED FENCE N.T.S.
1. CONTRACTOR MAY USE ROLL OFF r-6-*'\DETAIL
CONTAINER AT HIS DISCRETION. czo CMP ROUND PERFORATED PIPE-RETENTION/INFILTRATION SYSTEM
DETAIL N.T.S. SHEET
MV CONSTRUCTION TRASH ENCLOSURE&MATERIAL STORAGE AREA CB.®
N.T.S.
COLLINS APTS
CIVIL DETAILS
� PROJECT:19-116
DATE:01/14/20