HomeMy WebLinkAbout006 - C5.0 DETAILS 5.4" (0.45') � oFgN9
o MARK A.
24" CHANDLER S�
No. 951SES
91
FRAME AND COVER TO BE EITHER D&L A-1 172 RING WITH A-1 178 COVER, oy9l <CEN E�
2" EJIW 3771/3772 SERIES, OR APPROVED EQUAL. COVER SHALL HAVE TWO F�m�ERo
7 1" PICK HOLES.
p NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE SHEET 6 OP 7
4„ TOPSOIL° ;,3"R RING AND TOP SECTION, AND AROUND SEWER PIPE INTO
MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALL
5 BE "RAM—NEK" OR EQUAL FOR ALL JOINTS EXCEPT ° m E
(TYP.) d 4"F2 BETWEEN SEWER PIPE AND MANHOLE WALL. m m y
3/4"TO PER 1' SLOPE
ADJUSTABLE RINGS, �
12" j\ ° p ° c p 2" MIN., 12" MAX. E t
a d off®
° Ul m
j\\ p 6„ D a N.E
\ p ' p �•5 PRECAST REINFORCED CONCRETE MANHOLE RISER H
�9 \/ G d • ,• 2'_0„ AND ECCENTRIC CONE TOP MANUFACTURED IN v
\�� O 4:
O O O O 5" a' 5" ACCORDANCE WITH ASTM DESIGNATION C-478.
O O O O O O O O O O O O O O O O 4'-0"
w
•. �s c Pa
O O O O O 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
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
�z� /�� ����� AND CHANNEL IS
%\\ •�\\ \�\�\�\�\�\\�\\�\\�� GREATER THAN
COMPACTED SUBGRADE
RE-CAST CHANNEL
0.5" 1 I5" 3/4" FLOWLING [�
3�4PER 1' SLOPE 3/4" PER 1' SLOPE Y W
1/2" PER 1' SLOPE A
6 9.5=►}
VARIABLE a I ^
w N ,. PER PLAN
j a �.
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB '�o m SHELF-SLOPE 1" PER 0
o TOWARD CHANNEL. SEE
NOTES; No 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 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. ! ICI
3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR —� `� �•
HIS REPRESENTATIVE. A
4. CONCRETE SHALL BE CLASS M-4000. PRECAST OR POURED—IN—PLACE BASE. .--I
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W. SPECS., 2003 ED.) #4 BARS - 1'-0" C-C POURED-IN-PLACE BASE, MINIMUM Q
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 z
REINFORCED AS SHOWN.
U
INTEGRAL CURB AND GUTTER 2 SANITARY SEWER AND STORM DRAIN MANHOLE W
C5.0 SCALE:N1S COB DETAIL:02528-1,REV.MARCH 2O06 C5.0 SCALE:N1S
a01t 0
2a'-C"MAX. DEPRESSED CURB SECTION (TYP.) W `
PROPERTY LINE V u
20.-C�. � 6' 0-
5' CONCRETE SIDEWALK
z --------------------- 3" ASPHALT ----------------
0
z EXPANSION JOINTS (TYP.) 00000000000� 000oo 00 oa'�
z o 00000000o0o�3"0 1" MINUS GRANULAR FILL '000 0000 0
0 BACK OF CURB O
U W
m TRANSITION SECTION (3' MIN., 5' MAX.) 12" - 6" MINUS BASE GRAVELW/
COMPACTED SUB—BASE
NOTES:
1. CURB AND APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED Issue Date:08/02/2022
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.3 CONSTRUCTION DUMPSTER DETAIL 4 TYPICAL DRIVEWAY APPROACH 5 TYPICAL ASPHALT CROSS-SECTION c9smo
C5.0 SCALE:NTS C5.0 SCALE:MS C5.0 SCALE:NTS
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