HomeMy WebLinkAboutC4.0 Details 02-20-2020 24"
-----_--.3"ASRVLT---_----_----RI 9" OF M(Ay
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Mlrvus c2wuun Ru 5.4 (0.45') ��i�✓ q'('q�
10PSOIL
3/4"TO PER n d
MINUS EASE GRAVEL SLOPE < MARK A.
CHANDLER
5, No. 9518ES
COMPACTED SUB-&15E �g 1/4'STAMPED PATTERN TBD BY OWNER �yq� QCENSE�
CRUSHED GRAVEL #3 REBAR 16"GRID ON CENTER
BASE-3"MIN.
TYPICAL ASPHALT CROSS-SECTION SUB-BASE COURSE Sheet 4 of 5
SCALE:NTS 2%SLOPE AWAY FROM BUILDING AS REQUIRED
COMPACTED SUBGRADE
4"1HICK P.C.0 SONAL( CONCRETE WALK
U m E
MIN.3'OF 1"CRUSHED AGGREGATE EASE 3/4' 3/" PEE 1/2"PER 1' CONCR�D O C N m D
/� SLOPE COMPACTED SOIL O1 n
COMPACTED SUIT-GRADE 'S� 6'-t'MINUS GRANUVR FILL a
DROP CURB SPILL CURB NOTES: E a t
NOTES; 1. ONE"U"RACK HAS CAPACITY TO HOLD 2 BIKES. tz -G MINus assE cRAYEL
NOTES: 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) 2. MAINTAIN 24"-30"SPACING BETWEEN"U"RACKS. m o
1. CONCRETE DEPTH FOR STD.SIDEWALKS SHALL BE 4" 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3"AND MINIMUM 3. MAINTAIN 24"FROM ANY PARALLEL WALL OR OBJECT. cOMVACTEo sue-essE
MIN. WIDTH OF 8". 4. MAINTAIN 30"FROM ANY PERPENDICULAR WALL OR OBJECT. 1J m In
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOT MORE THAN 300' C '� o
BUILDINGS AT 2%. INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. c "
3. CONCRETE SHALL BE 4,000 PSI®28 DAYS. 3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' REPRESENTATNE. o c
INTERVALS.EXPANSION JOINTS AT 20'INTERVALS. 4. CONCRETE SHALL BE CLASS M-4000. L 6 a'-
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.)FOR CURB N
TYPICAL SIDEWALK CROSS-SECTION- SEE 15/C4.0 FOR DRIVE AND GLITTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
2 AISLE SIDEWALK DETAIL 3 CONCRETE CURB GUTTER 4 TYPICAL BIKE RACK 5 REINFORCED CONCRETE CROSSWALK w o s
SCALE:NITS SCALE:NTS C.O.B.STD.DWG.NO.02528-1 SCALE:NTS SCALE:NTS
8
w
COMPACTED ToasolL aI DETAIL NOT USED
SCALE NTS [7]
A
12"0x18"DEEP HOLE
FILLED WITH CONCRETE F
6 SIGN POST SETTING DETAIL B DETAIL NOT USED 12 DETAIL NOT USED g DETAIL NOT USED
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS
5i
W C0 RJ- NDW
CON PACTOCAW$ OMY � V
2"x2'x1/8'SQUARE 2"IQ/a'SWARE
GALVANIZED STEEL GALVPNIZEO STEEL TUBE SET
TUBE SET IN 18'OF IN 18"OF CONCRETE(mJ 7
CONCRETE(TYP.)
7777777
NOTE:TO BE MOUNTED AT A HEIGHT SO AS NOT O
TO BE OBSCURED BY A VEHICLE PARKED IN THE
SPACE.
D PARKING SIGN DETAIL (HANDICAPPED AND COMPACT) „ DETAIL NOT USED
SCALE:NTS SCALE:NTS O O
�
., DETAIL NOT USED 5 DETAIL NOT USED
SCALE:NTS SCALE:NTS
C=SV
20-0" 17.5'5.0' ASPHALT SECTION
2' CURB AND GUTTER
CONCRETE
SIDEWALK O
6" REINFORCED CONCRETE
Issue Date:21012020
30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP
BASE AND SUBBASE PER 3" ASPHALT
RECOMMENDATION OF THE!!! C4m0
(2)CONSTRUCTION DUMPSTER DETAIL (—,,--)DRIVE AISLE DETAIL GEOTECHNICAL ENGINEER
SCALE:NTS SCALE:NTS
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