HomeMy WebLinkAbout005_C5.0_CIVIL DETAILS 1 5.4" (0.45') OFMo
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CHANDLER
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91 FRAME AND COVER TO BE EITHER D&L A-1172 RING WITH A-1178 COVER, 9< ce 18 ,
2" EJIW 3771/3772 SERIES, OR APPROVED EQUAL. COVER SHALL HAVE TWO F�m1EER�Ao
7 1" PICK HOLES.
v � NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, Sheet 5 of 6
TOPSOIL° MANHOLE RING AND TOP SECTION, AND AROUND SEWER
4' 3"R PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING r^
(TYP•) Q�C 4"R I 5 MATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL C W
JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE
3/4"TO PER 1' SLOP m WALL.
ADJUSTABLE RINGS,
12" \/� °. v ° ° d a 2" MIN., 12" MAX. L .►
7 v
° a 6"
7.5„ PRECAST REINFORCED CONCRETE MANHOLE RISER m
�9 a.°a ° aa.° ° AND ECCENTRIC CONE TOP MANUFACTURED IN
N&K\ O ° O O O O 5° z 5° ACCORDANCE WITH ASTM DESIGNATION C-478.
}7 m
0000000000000000000000000000000 4_0 TOP OF PIPE MAY NOT c
CRUSHED GRAVEL O O O O O O O O O O O O O O O O •'' o g W
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 0 S
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 I
GAP BETWEEN PIPE
AND CHANNEL IS
GREATER THAN �,•
COMPACTED SUBGRADE N
` RE-CAST CHANNEL W
0.5" 1.5„ 3/4" FLOWLING 0
1
3/4 1' " PER 1' SLOPE
3 4 "r. A
•:" PE SLOPE 1/2" PER 1' SLOPE
-----------
r
6" f
9.
VARIABLE a i^ V
-.0 y. PER PLAN
j a ..` .
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB a o to SHELF-SLOPE 1" PER 0.
a UJ TOWARD CHANNEL. SEE
NOTES; N o ga 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 A
MINIMUM WIDTH OF A".
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 —6 __w- -w— f_• ! a
HIS REPRESENTATIVE. A PRECAST OR POURED-IN-PLACE BASE. f.Tl
4. CONCRETE SHALL BE CLASS M-4000. 4 BARS - 1'-O" C-C POURED-IN-PLACE BASE, MINIMUM O z
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W. SPECS., 2003 ED.) # CONCRETE THICKNESS BELOW PIPE IS 8 �
FOR CURB AND GUTTER EXPANSION PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. �j
5'-4" DIA. INCHES. PRECAST BASE, MINIMUM
(MIN.) THICKNESS IS 6 INCHES. ALL BASES
REINFORCED AS SHOWN. Poo
INTEGRAL CURB AND GUTTER
2 SANITARY SEWER AND STORM DRAIN MANHOLE
CSA SCALE..NTS COB DETAIL:02526-1,REV.MARCH 2O06 C5.0 SCALE.INTS 'ryy
�F��iiyyll �
24'-0"MAX. DEPRESSED CURB SECTION (TYP.)
zo-c" '_D„
_ PROPERTY LINE _
5' CONCRETE SIDEWALK
z --3" ASPHALT
0
-------------------
-------------------------------------
z EXPANSION JOINTS (TYP.) °o°°o°o°°o°° ° n 1" MINUS GRANULAR n °FILL -
o o°0000°°o°0 3"-
z�
0 0 °
o BACK OF CURB
U
e TRANSITION SECTION (S MIN., 5' MAX.) 12° — 6" MINUS BASE GRAVEL
COMPACTED SUB—BASE
NOTES:
1. CURB AND APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED 1s Date:911912023
Li
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 CV500
5 TYPICAL ASPHALT CROSS-SECTION
C5.0 SCALE:NTS CSA SCALE:NTS CFO SCALE:NTS
C&H: 190527
IMEG: 22003515.00