HomeMy WebLinkAbout005_C5.0_CIVIL DETAILS 1 5.4" (0.45') S`xP�OF�Tq'I'q
a
Ta MARK A.
2 1 CHANDLER
, No. 9518ES
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9 FRAME AND COVER TO BE EITHER D&L A-1172 RING WITH A-1178 COVER, 0291
2" EJIW 3771/3772 SERIES, OR APPROVED EQUAL. COVER SHALL HAVE TWO "EER PN�
7 1" PICK HOLES.
a NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE SHEET 5 OF 6
TOPSOIL° RING AND TOP SECTION, AND AROUND SEWER PIPE INTO
4' 3"R MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALL
(TYP) d�( 4"R I 4'S„ BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT C W
SLOPE
BETWEEN SEWER PIPE AND MANHOLE WALL. m
\ �� TO PER 1' C
\ 314' ADJUSTABLE RINGS, 5 _
12" \. °, a• ° ° d. c• ' 2„ MIN., 12" MAX. 3 I�►
\� ° a
6'
°a a 7.5 PRECAST REINFORCED CONCRETE MANHOLE RISER m
° AND ECCENTRIC CONE TOP MANUFACTURED IN
U\ O ° O O O O 5" 5" ACCORDANCE WITH ASTM DESIGNATION C-478. v
O O O O O O O O O O O O O O O O
U
O CDO CDO O O O O O O O O O O TOP OF PIPE MAY NOT
CRUSHED GRAVEL O O O O O O O O O O O O O O O O A, 0 8
BASE - 3' MIN. O O O O O O O O O O O O O O O EXTEND PAST INSIDE WALL OF
O O O O O O O O O O O O O O O O MANHOLE STEPS MANHOLE. IF NECESSARY TOP $
AT 16" CENTERS HALF OF PIPE MAY BE
SUB-BASE COURSE TRIMMED OFF MOOTH.
AS REQUIRED .,, GROUT INVERT TO
SPRINGLINE OF PIPE IF
GAP BETWEEN PIPE
�/�. AND CHANNEL IS
GREATER THAN
COMPACTED SUBGRADE N
RE-CAST CHANNEL 0. / W
5„ 1 5" 3/4" FLOWLING o
11 PER 1' SLOPE 3/4" PER 1' SLOPE `Y A
3/4�- _ 1/2" PER 1' SLOPE
�6„9. f —9.5 L4 cai z
VARIABLE
w N b: PER PLAN
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB ao00 SHELF-SLOPE 1" PER O.
CL TOWARD CHANNEL. SEE
NOTES; N o a CHANNEL DETAIL. FLEXIBLE GASKETED JOINT (TYPICAL
1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS.1996 ED.) FOR PRECAST BASES - SEE DETAIL)
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF J" AND AL A
MINIMUM WIDTH OF J".
3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE CHANNEL = DIA. OF PIP
THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB
AND GUTTER.
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR -w_ ao a
HIS REPRESENTATIVE. A
4. CONCRETE SHALL BE CLASS M-4000. PRECAST OR POURED-IN-PLACE BASE. Gzl z
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W. SPECS., 2003 ED.) #4 BARS - 1'-O" C-C POURED-IN-PLACE BASE, MINIMUM O
FOR CURB AND GUTTER EXPANSION PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. CONCRETE THICKNESS BELOW PIPE IS 8
5'-4" DIA. INCHES. PRECAST BASE, MINIMUM
(MIN.) THICKNESS IS 6 INCHES. ALL BASES
REINFORCED AS SHOWN. b A 0
INTEGRAL CURB AND GUTTER
z SANITARY SEWER AND STORM DRAIN MANHOLE � V7
C5.0 SCALE:NTS COB DETAIL:02528-1,REV.MARCH 2O06 C5.0 SCALE:NTS Z
� o� A
2a'-o"Max. DEPRESSED CURB SECTION (TYP.) W
o
PROPERTY LINE
20' 0' A 5' CONCRETE SIDEWALK
z 3" ASPHALT
0
a z EXPANSION JOINTS (TYP.)
b 3"- 1" MINUS GRANULAR FILL
z
BACK OF CURB ....,
U X
0 12" 6" MINUS BASE GRAVE
- TRANSITION SECTION (3' MIN., 5' MAX.) �
COMPACTED SUB-BASE
NOTES: /ague Date:091012022
1. CURB AND APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED
2. MAINTAIN PROPER SIDEYARD SETBACK PER ZONING REGULATIONS NOTE:
3. SIDEWALK CONTRACTION JOINTS SPACED AT 5' INTERVALS WITH MIN. 1. CROSS-SECTION PER SITE GEOTECHNICAL REPORT.
40 CUBIC YARD DUMPSTER W/ COVERED ROLL-OFF TOP DEPTH OF 1" EXPANSION JOINTS TO BE PLACED AT 25' INTERVALS GEOTECHNICAL REPORT RECOMMENDATIONS SUPERCEDE
4. CONTRACTION JOINTS TO BE SPACED AT 10' INTERVALS IN CURB AND GUTTER ALL REFERENCES SHOWN IN CIVIL PLANS.
s CONSTRUCTION DUMPSTER DETAIL 4 TYPICAL DRIVEWAY APPROACH cvsmo
5 TYPICAL ASPHALT CROSS-SECTION
C5.0 SCALE:NTS C5.0 SCALE:NTS C5.0 SCALE:NTS
C&H: 190527
IMEG: 22003515.00